CN105586888A - Device for manufacturing arc buckling trapezoid combined piles - Google Patents
Device for manufacturing arc buckling trapezoid combined piles Download PDFInfo
- Publication number
- CN105586888A CN105586888A CN201610088799.3A CN201610088799A CN105586888A CN 105586888 A CN105586888 A CN 105586888A CN 201610088799 A CN201610088799 A CN 201610088799A CN 105586888 A CN105586888 A CN 105586888A
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- Prior art keywords
- pile
- rectangular
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- cylinder
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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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
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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)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a device for manufacturing arc buckling trapezoid combined piles. A plurality of cemented soil cylindrical piles arranged at the interval of one rectangular pile are manufactured. When the strength of the cemented soil of the cemented soil cylindrical piles on the two sides reaches a certain degree, a concrete rectangular pile is manufactured between every two adjacent cylindrical piles through a rectangular pile forming machine according to the work manner of the rectangular pile forming machine, the concave arc of the left end of each concrete rectangular pile coincides with the outer circle of the corresponding cemented soil cylindrical pile at the left end, and the concave arc of the right end of each concrete rectangular pile coincides with the outer circle of the corresponding cemented soil cylindrical pile at the right end. Accordingly, a trapezoid combined pile wall formed through mutual arc buckling and combining of the multiple concrete rectangular piles and the cemented soil cylindrical pile between every two adjacent rectangular piles is formed and used for soil blocking and seepage preventing of a building foundation.
Description
Technical field
The present invention relates to the arc latched trapezoidal built pile manufacturing equipment of the arc latched trapezoidal built pile of manufacture using in a kind of arc latched equipment, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, be all to form by multiple soil cement cylinders overlap joints for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture rectangular pile and the arc latched arc latched trapezoidal built pile manufacturing equipment of cylinder pile.
The present invention is achieved through the following technical solutions:
Rectangular pile and cylinder pile be an arc latched arc latched trapezoidal built pile manufacturing equipment mutually, comprises rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, driving box three upper ends are 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; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one, and the lower end of each drilling rod one is respectively equipped with a drill bit one; Between driving box three and driving box one, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter; A driving shaft two is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife; A driving shaft two is exported respectively in the left back of driving box one and left front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife.
Cylinder pile pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, the output shaft of motor two lower ends is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture concrete rectangular stake and the arc latched trapezoidal built pile pile body of soil cement cylinder pile, for gear soil, the antiseep of building foundation.
Brief description of the drawings
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 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 the trapezoidal built pile that is combined to form of rectangular pile and the mutual snap close of 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, driving shaft one, 9, stir cutter, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 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 comprises rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor one 2 upper ends, driving box 33 upper ends are 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; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 1, and the lower end of each drilling rod one is respectively equipped with a drill bit 1; Between driving box three and driving box one, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter 9; A driving shaft 2 14 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife 15; A driving shaft 2 14 is exported respectively in the left back of driving box one and left front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife 15.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, when work, grouting pump injects respectively water under high pressure to each drill bit one, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one cut the earth of its lower end in rotation; Two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth cutting of drill bit one, two driving shafts two of right-hand member drive respectively the recessed dise knife on two driving shafts two of right-hand member to rotate in rotation, and two recessed dise knifes of right-hand member become concave arc by the soil cutting of the termination of right part in rotation; Two driving shafts two of left end drive respectively the recessed dise knife on two driving shafts two of left end to rotate in rotation, and two recessed dise knifes of left end become concave arc by the soil cutting of the termination of left part in rotation; The soil body machining away is mixed in mud, and mud flows out from hole, creep into bar and compress into process downwards and form two ends, a left and right respectively with the rectangular opening of concave arc, in this rectangular opening casting concrete, form concrete rectangular stake.
Cylinder pile pile-formation machine comprises 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, the output shaft of motor two lower ends is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: when work, grouting pump is to drill bit grout injection, motor two drives drill bit two rotations, drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course, and drilling rod two forms soil cement cylinder pile in the process of compressing into.
The concave arc at the dome arc of cylinder pile and two ends, rectangular pile left and right coincide.
The working method that rectangular pile pile-formation machine and cylinder pile pile-formation machine are manufactured arc latched trapezoidal built pile is as follows: first in the position that needs pile, manufacture first soil cement cylinder pile according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, in the right lateral side of this cylinder pile, the distance of the rectangular pile in interval is manufactured second soil cement cylinder pile, on second cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 3rd soil cement cylinder pile, the 3rd cylinder pile forward right side, the distance of the rectangular pile in interval is manufactured the 4th soil cement cylinder pile, on the 4th cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 5th soil cement cylinder pile, then first cylinder pile using the 5th cylinder pile as said process, repeat the above-mentioned course of work, so manufacture the soil cement cylinder pile of 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 every two cylinder piles, manufacture respectively a concrete rectangular stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the concave arc at two ends, each concrete rectangular stake left and right be fit to respectively the cylindrical of the soil cement cylinder pile at two ends, left and right, so form the trapezoidal built pile piling wall of the mutual arc latched combination of soil cement cylinder pile between multiple concrete rectangular stakes and every two adjacent rectangular piles, for gear soil, the antiseep of building foundation.
Claims (2)
1. an arc latched trapezoidal built pile manufacturing equipment, comprises rectangular pile pile-formation machine and cylinder pile pile-formation machine, it is characterized in that:
The concrete structure of rectangular pile pile-formation machine comprises: creep into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper ends are 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); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one (12), and the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Between driving box three and driving box one, be respectively equipped with a driving shaft one (8) between driving box three and driving box two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter (9); A driving shaft two (14) is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a recessed dise knife (15); A driving shaft two (14) is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a recessed dise knife (15);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, grouting pump injects respectively water under high pressure to each drill bit one, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one cut the earth of its lower end in rotation; Two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth cutting of drill bit one, two driving shafts two of right-hand member drive respectively the recessed dise knife on two driving shafts two of right-hand member to rotate in rotation, and two recessed dise knifes of right-hand member become concave arc by the soil cutting of the termination of right part in rotation; Two driving shafts two of left end drive respectively the recessed dise knife on two driving shafts two of left end to rotate in rotation, and two recessed dise knifes of left end become concave arc by the soil cutting of the termination of left part in rotation; The soil body machining away is mixed in mud, and mud flows out from hole, creep into bar and compress into process downwards and form two ends, a left and right respectively with the rectangular opening of concave arc, in this rectangular opening casting concrete, form concrete rectangular stake;
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 ends is fixed with drill bit 2 23;
The specific works mode of cylinder pile pile-formation machine: when work, grouting pump is to drill bit grout injection, motor two drives drill bit two rotations, drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course, and drilling rod two forms soil cement cylinder pile in the process of compressing into;
Rectangular pile pile-formation machine and cylinder pile pile-formation machine are manufactured the working method of arc latched trapezoidal built pile: first in the position that needs pile, manufacture first soil cement cylinder pile according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, in the right lateral side of this cylinder pile, the distance of the rectangular pile in interval is manufactured second soil cement cylinder pile, on second cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 3rd soil cement cylinder pile, the 3rd cylinder pile forward right side, the distance of the rectangular pile in interval is manufactured the 4th soil cement cylinder pile, on the 4th cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 5th soil cement cylinder pile, then first cylinder pile using the 5th cylinder pile as said process, repeat the above-mentioned course of work, so manufacture the soil cement cylinder pile of 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 every two cylinder piles, manufacture respectively a concrete rectangular stake with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the concave arc at two ends, each concrete rectangular stake left and right be fit to respectively the cylindrical of the soil cement cylinder pile at two ends, left and right, so form the trapezoidal built pile piling wall of the mutual arc latched combination of soil cement cylinder pile between multiple concrete rectangular stakes and every two adjacent rectangular piles, for gear soil, the antiseep of building foundation.
2. arc latched trapezoidal built pile manufacturing equipment according to claim 1, is characterized in that: the dome arc of cylinder pile and the concave arc of rectangular pile right-hand member coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088799.3A CN105586888A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc buckling trapezoid combined piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088799.3A CN105586888A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc buckling trapezoid combined piles |
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| Publication Number | Publication Date |
|---|---|
| CN105586888A true CN105586888A (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088799.3A Pending CN105586888A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc buckling trapezoid combined piles |
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Cited By (5)
| 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 |
| 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 |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10204876A (en) * | 1997-01-21 | 1998-08-04 | Fujita Corp | Soil improvement method by using pile |
| CN104727313A (en) * | 2015-04-12 | 2015-06-24 | 张璐 | Four-end stirring drill rig |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
| CN105155521A (en) * | 2015-08-09 | 2015-12-16 | 朱艳菊 | Using method for semicircle connector pile forming machine |
-
2016
- 2016-02-18 CN CN201610088799.3A patent/CN105586888A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10204876A (en) * | 1997-01-21 | 1998-08-04 | Fujita Corp | Soil improvement method by using pile |
| CN104727313A (en) * | 2015-04-12 | 2015-06-24 | 张璐 | Four-end stirring drill rig |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
| CN105155521A (en) * | 2015-08-09 | 2015-12-16 | 朱艳菊 | Using method for semicircle connector pile forming machine |
Cited By (5)
| 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 |
| 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 |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
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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: 20160518 |