CN105696554A - Arc inserting and buckling herringbone pile manufacturing equipment - Google Patents
Arc inserting and buckling herringbone pile manufacturing equipment Download PDFInfo
- Publication number
- CN105696554A CN105696554A CN201610088894.3A CN201610088894A CN105696554A CN 105696554 A CN105696554 A CN 105696554A CN 201610088894 A CN201610088894 A CN 201610088894A CN 105696554 A CN105696554 A CN 105696554A
- Authority
- CN
- China
- Prior art keywords
- pile
- driving box
- formation machine
- fixed
- drill bit
- 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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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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
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- 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
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- 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
- E02D2200/1614—Shapes round, e.g. circle made from single element
-
- 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
- E02D2200/1635—Shapes rectangular made from single element
Abstract
The invention relates to arc inserting and connecting herringbone pile manufacturing equipment. A plurality of concrete cylinder piles are manufactured, when the intensity of concrete of the cylinder piles achieves a certain degree, soil cement rectangular piles are separately manufactured at the rear part, the left front part, and the right front part of each of the cylinder piles by a rectangular pile forming machine according to the working manner of the rectangular pile forming machine, so that a concave arc of each of the soil cement rectangular piles at the rear part, the left front part and the right front part of each of the concrete cylinder piles is matched with the excircle of each of the concrete cylinder piles; therefore, a plurality of herringbone piles formed by mutual arc inserting and buckling of the soil cement rectangular piles and the concrete cylinder piles are formed to be used for reinforcing weak foundations.
Description
Technical field
The present invention relates to the circular arc eye-splice herringbone stake manufacturing herringbone stake used in a kind of circular arc eye-splice 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 circular arc eye-splice herringbone stake manufacture equipment that can manufacture rectangular pile and cylinder pile circular arc eye-splice。
The present invention is achieved through the following technical solutions:
The circular arc eye-splice herringbone stake of a kind of rectangular pile and the mutual circular arc eye-splice of cylinder pile manufactures equipment, 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 of soil cement rectangular pile and concrete circular stanchion circular arc eye-splice, 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；
Fig. 4 is the cross-sectional view of rectangular pile and the herringbone pile body of cylinder pile circular arc eye-splice。
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 cement mortar 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 stirred with cement mortar 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, the unhewn earth of drill bit one between two common tangents of each two drill bit one cylindrical is stirred with cement mortar 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 body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Creep into bar to be pressed into downwards in process and form the right-hand member rectangle cement earth pile with concave arc。
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, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, and drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this hole。
The dome arc of cylinder pile coincide with the concave arc of rectangular pile right-hand member。
The working method 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 concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchions are manufactured by the shape of designing requirement arrangement, when the concrete strength 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 soil cement rectangular pile respectively according to the working method of above-mentioned rectangular pile pile-formation machine, make each concrete circular stanchion rear portion, the concave arc of the soil cement rectangular pile of left front portion and right front portion is fit to the cylindrical of this concrete circular stanchion, it is thusly-formed the herringbone stake of multiple soil cement rectangular pile and the mutual circular arc eye-splice of concrete circular stanchion, consolidation process for weak fault。
Claims (2)
1. the stake of circular arc eye-splice herringbone 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 cement mortar 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 stirred with cement mortar 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, the unhewn earth of drill bit one between two common tangents of each two drill bit one cylindrical is stirred with cement mortar 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 body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Creep into bar to be pressed into downwards in process and form the right-hand member rectangle cement earth pile with concave arc；
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, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this hole；
The working method 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 concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, around this concrete circular stanchion, multiple concrete circular stanchions are manufactured by the shape of designing requirement arrangement, when the concrete strength 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 soil cement rectangular pile respectively according to the working method of above-mentioned rectangular pile pile-formation machine, make each concrete circular stanchion rear portion, the concave arc of the soil cement rectangular pile of left front portion and right front portion is fit to the cylindrical of this concrete circular stanchion, it is thusly-formed the herringbone stake of multiple soil cement rectangular pile and the mutual circular arc eye-splice of concrete circular stanchion, consolidation process for weak fault。
2. circular arc eye-splice 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 |
|---|---|---|---|
| CN201610088894.3A CN105696554A (en) | 2016-02-18 | 2016-02-18 | Arc inserting and buckling herringbone pile manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088894.3A CN105696554A (en) | 2016-02-18 | 2016-02-18 | Arc inserting and buckling herringbone pile manufacturing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105696554A true CN105696554A (en) | 2016-06-22 |
Family
ID=56222202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088894.3A Withdrawn CN105696554A (en) | 2016-02-18 | 2016-02-18 | Arc inserting and buckling herringbone pile manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105696554A (en) |
Cited By (3)
| 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 |
| CN105672277A (en) * | 2016-02-18 | 2016-06-15 | 李会修 | Arc latch herringbone pile manufacturing equipment |
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| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution method |
| 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 |
| CN105113497A (en) * | 2015-08-11 | 2015-12-02 | 山西省交通科学研究院 | No-disturbance carbonization pile forming equipment and construction method thereof |
| 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 |
| CN105672277A (en) * | 2016-02-18 | 2016-06-15 | 李会修 | Arc latch 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 CN201610088894.3A patent/CN105696554A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution method |
| 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 |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105113497A (en) * | 2015-08-11 | 2015-12-02 | 山西省交通科学研究院 | No-disturbance carbonization pile forming equipment and construction method thereof |
| CN105625395A (en) * | 2016-02-18 | 2016-06-01 | 吕文娥 | Manufacturing equipment for circular arc inserting-connection herringbone piles |
| CN105672277A (en) * | 2016-02-18 | 2016-06-15 | 李会修 | Arc latch herringbone pile manufacturing equipment |
| CN105714794A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc locking herringbone pile |
Cited By (3)
| 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 |
| CN105672277A (en) * | 2016-02-18 | 2016-06-15 | 李会修 | Arc latch herringbone pile manufacturing equipment |
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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: 20160622 |
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| WW01 | Invention patent application withdrawn after publication |