CN105672277A - Arc latch herringbone pile manufacturing equipment - Google Patents
Arc latch herringbone pile manufacturing equipment Download PDFInfo
- Publication number
- CN105672277A CN105672277A CN201610088827.1A CN201610088827A CN105672277A CN 105672277 A CN105672277 A CN 105672277A CN 201610088827 A CN201610088827 A CN 201610088827A CN 105672277 A CN105672277 A CN 105672277A
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- CN
- China
- Prior art keywords
- pile
- driving box
- rectangular
- formation machine
- fixed
- 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.)
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 9
- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000004568 cement Substances 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims abstract description 3
- 238000005553 drilling Methods 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 11
- 238000007596 consolidation process Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting 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
- 230000001360 synchronised effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000037431 insertion Effects 0.000 abstract 1
- 238000003780 insertion Methods 0.000 abstract 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
- E02D5/22—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
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)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses arc latch herringbone pile manufacturing equipment. Multiple cement soil cylindrical piles are manufactured; when cement soil of the cylindrical piles reaches a certain strength, concrete rectangular piles are respectively manufactured at the back parts, the left front parts and the right front parts of all the cylindrical piles by using a rectangular pile forming machine according to a working mode of the rectangular pile forming machine; and concave arcs of the concrete rectangular piles at the back parts, the left front parts and the right front parts of all the cement soil cylindrical piles are matched with outer circles of the cement soil cylindrical poles, so that herringbone piles for mutual arc insertion of multiple concrete rectangular piles and the cement soil cylindrical piles are formed for reinforcement of a weak foundation.
Description
Technical field
The present invention relates to the arc latched herringbone stake manufacturing herringbone stake used in a kind of arc latched equipment, particularly a kind of foundation engineering and manufacture equipment.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, the cement-soil pile being presently used for the consolidation process of weak base foundation is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of arc latched herringbone stake that can manufacture rectangular pile arc latched with cylinder pile manufactures equipment.
The present invention is achieved through the following technical solutions:
The arc latched herringbone stake manufacture equipment that a kind of rectangular pile is mutually arc latched with cylinder pile, including rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, driving box three upper end is fixed in motor one lower end; Creep into bar 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 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 one, the lower end of each drilling rod one is respectively equipped with a drill bit one; 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 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife 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 recessed dise knife respectively.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the herringbone pile body that concrete rectangular stake is arc latched with soil cement cylinder pile, for the consolidation process of weak base foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of rectangular pile pile-formation machine;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the front view of cylinder pile pile-formation machine;
The cross-sectional view of Fig. 4 herringbone pile body that to be rectangular pile arc latched with cylinder pile.
In figure: 1, creep into bar, 2, motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, axle one is driven, 9, stirring knife, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, axle two is driven, 15, recessed dise knife, 16, linking arm, 21, drilling rod two, 22, motor two, 23, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, driving box 33 upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with driving box 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driving box 25; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1; 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 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife 9 respectively; The right back of driving box two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a recessed dise knife 15 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into water under high pressure by grouting pump, motor one 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, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is cut by three drill bits one in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, unhewn for drill bit one between two common tangents of each two drill bit one cylindrical earth is cut by stirring knife in rotation process, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil cutting of the termination of right part is become concave arc by two recessed dise knifes of right-hand member in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar and is pressed into downwards in process and forms the right-hand member rectangular opening with concave arc, casting concrete, formation concrete rectangular stake in this hole.
Cylinder pile pile-formation machine includes the structure in Fig. 3; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, grouting pump is to drill bit grout injection, motor two drives drill bit two rotation, drill bit two is by the soil cutting of drill bit lower end and cement mortar stirring in rotary course, and drilling rod two forms soil cement cylinder pile in being pressed into process.
The dome arc of cylinder pile coincide with the concave arc of rectangular pile right-hand member.
The mode that rectangular pile pile-formation machine manufactures herringbone stake with cylinder pile pile-formation machine is as follows: first in the position processed that needs reinforcement, a soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this soil cement cylinder pile, multiple soil cement cylinder piles are manufactured by the shape of designing requirement arrangement, when the soil cement intensity of cylinder pile reaches a timing, again at the rear portion of each cylinder pile, left front portion and right front portion rectangular pile pile-formation machine manufacture a concrete rectangular stake respectively according to the working method of above-mentioned rectangular pile pile-formation machine, make each soil cement cylinder pile rear portion, the concave arc of the concrete rectangular stake of left front portion and right front portion is fit to the cylindrical of this soil cement cylinder pile, it is thusly-formed the herringbone stake of multiple concrete rectangular stake and the mutual circular arc eye-splice of soil cement cylinder pile, consolidation process for weak fault.
Claims (2)
1. arc latched herringbone stake manufactures an equipment, including rectangular pile pile-formation machine and cylinder pile pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper end is fixed in motor one lower end;Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with driving box one (4), creep into bar bottom right-hand member and be fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with driving box two (5); Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (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 one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife (9) respectively; The right back of driving box two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a recessed dise knife (15) respectively;
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into water under high pressure by grouting pump, motor one 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, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is cut by three drill bits one in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, unhewn for drill bit one between two common tangents of each two drill bit one cylindrical earth is cut by stirring knife in rotation process, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil cutting of the termination of right part is become concave arc by two recessed dise knifes of right-hand member in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar and is pressed into downwards in process and forms the right-hand member rectangular opening with concave arc, casting concrete, formation concrete rectangular stake in this hole;
The concrete structure of cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23;
The specific works mode of cylinder pile pile-formation machine: during work, grouting pump is to drill bit grout injection, motor two drives drill bit two rotation, drill bit two is by the soil cutting of drill bit lower end and cement mortar stirring in rotary course, and drilling rod two forms cylinder pile in being pressed into process;
Rectangular pile pile-formation machine manufactures the mode of herringbone stake with cylinder pile pile-formation machine: first in the position processed that needs reinforcement, a soil cement cylinder pile is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this soil cement cylinder pile, multiple soil cement cylinder piles are manufactured by the shape of designing requirement arrangement, when the soil cement intensity of cylinder pile reaches a timing, again at the rear portion of each cylinder pile, left front portion and right front portion rectangular pile pile-formation machine manufacture a concrete rectangular stake respectively according to the working method of above-mentioned rectangular pile pile-formation machine, make each soil cement cylinder pile rear portion, the concave arc of the concrete rectangular stake of left front portion and right front portion is fit to the cylindrical of this soil cement cylinder pile, it is thusly-formed the herringbone stake of multiple concrete rectangular stake and the mutual circular arc eye-splice of soil cement cylinder pile, consolidation process for weak fault.
2. arc latched herringbone stake according to claim 1 manufactures equipment, it is characterised in that: the dome arc of cylinder pile coincide with the concave arc of rectangular pile right-hand member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088827.1A CN105672277A (en) | 2016-02-18 | 2016-02-18 | Arc latch herringbone pile manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088827.1A CN105672277A (en) | 2016-02-18 | 2016-02-18 | Arc latch herringbone pile manufacturing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672277A true CN105672277A (en) | 2016-06-15 |
Family
ID=56304452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088827.1A Withdrawn CN105672277A (en) | 2016-02-18 | 2016-02-18 | Arc latch herringbone pile manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672277A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625410A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking cross-shaped piles |
| CN105649054A (en) * | 2016-02-18 | 2016-06-08 | 吕文娥 | Arc inserting connection L-shaped pile manufacturing equipment |
| CN105696554A (en) * | 2016-02-18 | 2016-06-22 | 宗琪 | Arc inserting and buckling herringbone pile manufacturing equipment |
| CN105908723A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection quincuncial pile |
| CN105908722A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection T-shaped pile |
| CN105908718A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Engaged quincuncial pile |
| CN105908721A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Joint quincuncial pile |
| CN105951771A (en) * | 2016-06-22 | 2016-09-21 | 卢友周 | Buckled plum-blossom-shaped pile |
| CN106088012A (en) * | 2016-06-22 | 2016-11-09 | 张葵英 | The T-shaped bearing pile of a kind of fastening |
| CN106088011A (en) * | 2016-06-22 | 2016-11-09 | 张葵英 | A kind of fastening L-shaped foundation pile |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105625395A (en) * | 2016-02-18 | 2016-06-01 | 吕文娥 | Manufacturing equipment for circular arc inserting-connection herringbone piles |
| CN105696554A (en) * | 2016-02-18 | 2016-06-22 | 宗琪 | Arc inserting and buckling herringbone pile manufacturing equipment |
| CN105714794A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc locking herringbone pile |
-
2016
- 2016-02-18 CN CN201610088827.1A patent/CN105672277A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105625395A (en) * | 2016-02-18 | 2016-06-01 | 吕文娥 | Manufacturing equipment for circular arc inserting-connection herringbone piles |
| CN105696554A (en) * | 2016-02-18 | 2016-06-22 | 宗琪 | Arc inserting and buckling herringbone pile manufacturing equipment |
| CN105714794A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc locking herringbone pile |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625410A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking cross-shaped piles |
| CN105649054A (en) * | 2016-02-18 | 2016-06-08 | 吕文娥 | Arc inserting connection L-shaped pile manufacturing equipment |
| CN105696554A (en) * | 2016-02-18 | 2016-06-22 | 宗琪 | Arc inserting and buckling herringbone pile manufacturing equipment |
| CN105908723A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection quincuncial pile |
| CN105908722A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection T-shaped pile |
| CN105908718A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Engaged quincuncial pile |
| CN105908721A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Joint quincuncial pile |
| CN105951771A (en) * | 2016-06-22 | 2016-09-21 | 卢友周 | Buckled plum-blossom-shaped pile |
| CN106088012A (en) * | 2016-06-22 | 2016-11-09 | 张葵英 | The T-shaped bearing pile of a kind of fastening |
| CN106088011A (en) * | 2016-06-22 | 2016-11-09 | 张葵英 | A kind of fastening L-shaped foundation pile |
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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 |
Application publication date: 20160615 |
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| WW01 | Invention patent application withdrawn after publication |