CN105672273A - Arc locking T pile manufacturing equipment - Google Patents
Arc locking T pile manufacturing equipment Download PDFInfo
- Publication number
- CN105672273A CN105672273A CN201610088783.2A CN201610088783A CN105672273A CN 105672273 A CN105672273 A CN 105672273A CN 201610088783 A CN201610088783 A CN 201610088783A CN 105672273 A CN105672273 A CN 105672273A
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- China
- Prior art keywords
- pile
- driving box
- rectangular
- axle
- driving
- 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
- 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
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses arc locking T pile manufacturing equipment. Multiple cement soil cylindrical piles spaced by one rectangular pile are manufactured; when cement soil of the cement soil cylindrical piles on two sides reaches a certain strength, concrete rectangular piles are manufactured in gaps between every two cylindrical piles by using a rectangular pile forming machine according to a working mode of the rectangular pile forming machine; concave arcs at the left and right ends of all the concrete rectangular piles are matched with outer circles of the cement soil cylindrical piles at the left and right ends; concrete rectangular piles are respectively manufactured at the front parts of all the cylindrical piles; and concave arcs at the back ends of the rectangular piles at the front parts are matched with outer circles of the cylindrical piles, so that T pile walls for mutual arc locking of multiple T piles are formed for soil retaining and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to the arc latched T stake manufacturing T 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 T 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 T 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; The left back of driving box one and left 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 T stake pile body that concrete rectangular stake is arc latched with soil cement cylinder pile, for the gear soil on building basis, antiseep.
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 T stake cross-sectional view that rectangular pile is 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 left back of driving box one and left 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 drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process; Driving box one, driving box two, driving box three drive drill bit 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, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth cutting of drill bit one, 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; Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil cutting of the termination of left part is become concave arc by two recessed dise knifes of left end 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 about one two ends is respectively provided with the rectangular opening of 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, and 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.
The dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
The mode that rectangular pile pile-formation machine manufactures T stake with cylinder pile pile-formation machine is as follows: first in the position needing pile, 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, right side at this cylinder pile, the distance of one rectangular pile in interval manufactures another soil cement cylinder pile, so manufacture the soil cement cylinder pile of one the rectangular pile distance in multiple intervals, when the soil cement intensity of the soil cement cylinder pile on both sides reaches a timing, again in the spacing between each two cylinder pile, a concrete rectangular stake is manufactured respectively according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the concave arc making two ends, each concrete rectangular stake left and right is fit to the cylindrical of the soil cement cylinder pile at two ends, left and right respectively, anterior at each cylinder pile manufactures a concrete rectangular stake, makes the rear end concave arc of anterior rectangular pile be fit to the cylindrical of cylinder pile, is thusly-formed the T stake piling wall that multiple T stake is mutually arc latched, for the gear soil on building basis, antiseep.
Claims (2)
1. arc latched T 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 left back of driving box one and left front export one respectively and drive axle two (14), and the left end 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 drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process; Driving box one, driving box two, driving box three drive drill bit 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, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth cutting of drill bit one, 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; Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil cutting of the termination of left part is become concave arc by two recessed dise knifes of left end 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 about one two ends is respectively provided with the rectangular opening of concave arc, casting concrete, formation concrete rectangular stake in this hole;
The concrete structure of cylinder pile pile-formation machine 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;
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 T stake with cylinder pile pile-formation machine: first in the position needing pile, 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, right side at this cylinder pile, the distance of one rectangular pile in interval manufactures another soil cement cylinder pile, so manufacture the soil cement cylinder pile of one the rectangular pile distance in multiple intervals, when the soil cement intensity of the soil cement cylinder pile on both sides reaches a timing, again in the spacing between each two cylinder pile, a concrete rectangular stake is manufactured respectively according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the concave arc making two ends, each concrete rectangular stake left and right is fit to the cylindrical of the soil cement cylinder pile at two ends, left and right respectively, anterior at each cylinder pile manufactures a concrete rectangular stake, makes the rear end concave arc of anterior rectangular pile be fit to the cylindrical of cylinder pile, is thusly-formed the T stake piling wall that multiple T stake is mutually arc latched, for the gear soil on building basis, antiseep.
2. arc latched T 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 |
|---|---|---|---|
| CN201610088783.2A CN105672273A (en) | 2016-02-18 | 2016-02-18 | Arc locking T pile manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088783.2A CN105672273A (en) | 2016-02-18 | 2016-02-18 | Arc locking T pile manufacturing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672273A true CN105672273A (en) | 2016-06-15 |
Family
ID=56304492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088783.2A Pending CN105672273A (en) | 2016-02-18 | 2016-02-18 | Arc locking T pile manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672273A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625398A (en) * | 2016-02-18 | 2016-06-01 | 李会修 | Manufacturing equipment for circular-arc inserting-buckling T-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
Citations (5)
| 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 |
| KR20130094449A (en) * | 2012-02-16 | 2013-08-26 | 노지연 | Apparatus and method for continuous hole drilling |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T type mixing rig |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2016
- 2016-02-18 CN CN201610088783.2A patent/CN105672273A/en active Pending
Patent Citations (5)
| 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 |
| KR20130094449A (en) * | 2012-02-16 | 2013-08-26 | 노지연 | Apparatus and method for continuous hole drilling |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T type mixing rig |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625398A (en) * | 2016-02-18 | 2016-06-01 | 李会修 | Manufacturing equipment for circular-arc inserting-buckling T-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160615 |