CN105586907A - Circular-arc counterbored trapezoidal composite pile manufacturing device - Google Patents
Circular-arc counterbored trapezoidal composite pile manufacturing device Download PDFInfo
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- CN105586907A CN105586907A CN201610088887.3A CN201610088887A CN105586907A CN 105586907 A CN105586907 A CN 105586907A CN 201610088887 A CN201610088887 A CN 201610088887A CN 105586907 A CN105586907 A CN 105586907A
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- pile
- rectangular
- concrete
- driving box
- driving
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 18
- 239000002131 composite material Substances 0.000 title abstract 3
- 239000002689 soil Substances 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 9
- 238000003756 stirring Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 238000003754 machining Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000009183 running Effects 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
-
- 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
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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)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Disclosed is a circular-arc counterbored trapezoidal composite pile manufacturing device. A plurality of concrete cylindrical piles spaced by the distance of one rectangular pile are manufactured, and when concrete of the concrete cylindrical piles on the two sides reaches a certain degree, one concrete rectangular pile is manufactured in the space of every two cylindrical piles by a rectangular pile forming machine according to the working manner of the rectangular pile forming machine; concave circular arcs of the left end and the right end of each concrete rectangular pile are matched with the outer circles of the concrete cylindrical piles at the left end and the right end; and accordingly, a trapezoidal composite pile wall formed in the manner that the concrete rectangular piles and the concrete cylindrical pile between every two adjacent rectangular piles are in mutual circular-arc counterbored compositing is formed, and the wall is used for soil blocking and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to the trapezoidal built pile manufacturing equipment of circular arc fore shaft of the trapezoidal built pile of manufacture circular arc fore shaft using in a kind of circular arc fore shaft 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, and a kind of trapezoidal built pile manufacturing equipment of circular arc fore shaft that can manufacture rectangular pile and cylinder pile circular arc fore shaft is provided.
The present invention is achieved through the following technical solutions:
The trapezoidal built pile manufacturing equipment of circular arc fore shaft of the mutual circular arc fore shaft of rectangular pile and cylinder pile, 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 the trapezoidal built pile pile body of concrete rectangular stake and concrete circular stanchion circular arc fore shaft, 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 fore shaft 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 pours into water under high pressure to drill bit, motor two drives drill bit two rotations, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machining away is mixed in mud, mud flows out from hole, and drilling rod two forms circular hole in the process of compressing into, casting concrete, formation concrete circular stanchion in this circular hole.
The concave arc at the dome arc of cylinder pile and two ends, rectangular pile left and right coincide.
The working method of the trapezoidal built pile of rectangular pile pile-formation machine and cylinder pile pile-formation machine manufacture circular arc fore shaft is as follows: first in the position that needs pile, manufacture first concrete circular stanchion 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 concrete circular stanchion, on second cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 3rd concrete circular stanchion, the 3rd cylinder pile forward right side, the distance of the rectangular pile in interval is manufactured the 4th concrete circular stanchion, on the 4th cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 5th concrete circular stanchion, then first cylinder pile using the 5th cylinder pile as said process, repeat the above-mentioned course of work, so manufacture the concrete circular stanchion of the rectangular pile distance in multiple intervals, when the concrete strength of the concrete circular stanchion 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 concrete circular stanchion at two ends, left and right, so form the trapezoidal built pile piling wall that multiple concrete rectangular stakes and the mutual circular arc fore shaft of concrete circular stanchion between every two adjacent rectangular piles combine, for gear soil, the antiseep of building foundation.
Claims (2)
1. the trapezoidal built pile manufacturing equipment of circular arc fore shaft, 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 pours into water under high pressure to drill bit, motor two drives drill bit two rotations, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machining away is mixed in mud, mud flows out from hole, drilling rod two forms circular hole in the process of compressing into, casting concrete, formation concrete circular stanchion in this circular hole;
Rectangular pile pile-formation machine and cylinder pile pile-formation machine are manufactured the working method of the trapezoidal built pile of circular arc fore shaft: first in the position that needs pile, manufacture first concrete circular stanchion 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 concrete circular stanchion, on second cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 3rd concrete circular stanchion, the 3rd cylinder pile forward right side, the distance of the rectangular pile in interval is manufactured the 4th concrete circular stanchion, on the 4th cylinder pile right side, the distance of the rectangular pile in interval is manufactured the 5th concrete circular stanchion, then first cylinder pile using the 5th cylinder pile as said process, repeat the above-mentioned course of work, so manufacture the concrete circular stanchion of the rectangular pile distance in multiple intervals, when the concrete strength of the concrete circular stanchion 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 concrete circular stanchion at two ends, left and right, so form the trapezoidal built pile piling wall that multiple concrete rectangular stakes and the mutual circular arc fore shaft of concrete circular stanchion between every two adjacent rectangular piles combine, for gear soil, the antiseep of building foundation.
2. the trapezoidal built pile manufacturing equipment of circular arc fore shaft 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 |
|---|---|---|---|
| CN201610088887.3A CN105586907A (en) | 2016-02-18 | 2016-02-18 | Circular-arc counterbored trapezoidal composite pile manufacturing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088887.3A CN105586907A (en) | 2016-02-18 | 2016-02-18 | Circular-arc counterbored trapezoidal composite pile manufacturing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586907A true CN105586907A (en) | 2016-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088887.3A Withdrawn CN105586907A (en) | 2016-02-18 | 2016-02-18 | Circular-arc counterbored trapezoidal composite pile manufacturing device |
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| CN (1) | CN105586907A (en) |
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 |
| 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 |
| CN106149687A (en) * | 2016-07-06 | 2016-11-23 | 于洋 | Interlocking built pile manufactures device |
-
2016
- 2016-02-18 CN CN201610088887.3A patent/CN105586907A/en not_active Withdrawn
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 |
| 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 |
| CN106149687A (en) * | 2016-07-06 | 2016-11-23 | 于洋 | Interlocking built pile manufactures device |
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| 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160518 |
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| WW01 | Invention patent application withdrawn after publication |