CN105586887A - Device for manufacturing arc inserting and connecting X-shaped piles - Google Patents
Device for manufacturing arc inserting and connecting X-shaped piles Download PDFInfo
- Publication number
- CN105586887A CN105586887A CN201610088795.5A CN201610088795A CN105586887A CN 105586887 A CN105586887 A CN 105586887A CN 201610088795 A CN201610088795 A CN 201610088795A CN 105586887 A CN105586887 A CN 105586887A
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- China
- Prior art keywords
- pile
- driving box
- driving
- fixed
- rectangular
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- 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
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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
Abstract
The invention discloses a device for manufacturing arc inserting and connecting X-shaped piles. A plurality of cemented soil cylindrical piles arranged at the interval of one rectangular pile are manufactured. A cemented soil 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 cemented soil 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 cemented soil rectangular pile is coincides with the outer circle of the corresponding cemented soil cylindrical pile at the right end. A cemented soil rectangular pile is manufactured at the front portion of each cylindrical pile, and a cemented soil rectangular pile is manufactured at the back portion of each cylindrical pile, wherein the concave arc of the front end of the rear rectangular pile coincides with the outer circle of the cylindrical pile, and the concave arc of the rear end of the front rectangular pile coincides with the outer circle of the cylindrical pile. Accordingly, an X-shaped cemented soil pile wall formed through mutual arc inserting and connecting of the multiple cemented soil X-shaped piles is formed and used for soil blocking and seepage preventing of a building foundation.
Description
Technical field
The present invention relates to the circular arc grafting X stake manufacturing equipment of the manufacture X stake using in a kind of circular arc docking device, 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 circular arc grafting X stake manufacturing equipment that can manufacture rectangular pile and the grafting of cylinder pile circular arc is provided.
The present invention is achieved through the following technical solutions:
The circular arc grafting X stake manufacturing equipment that the mutual circular arc of rectangular pile and cylinder pile is pegged graft, 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 X stake pile body of soil cement rectangular pile and the grafting of soil cement cylinder pile circular arc, 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 X stake of rectangular pile and the grafting of cylinder pile circular arc.
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 is to each drill bit one injected water mud respectively, 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 stir the earth of its lower end and cement mortar 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 of drill bit one and cement mortar stir, 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 stir into concave arc by the soil body of the termination of right part and cement mortar 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 stir into concave arc by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the rectangle cement earth pile of concave arc downwards.
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, and drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course, and drilling rod two forms 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 X stake is as follows: first in the position that needs pile, manufacture a soil cement cylinder pile according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, on the right side of this cylinder pile, the distance of the rectangular pile in interval is manufactured another soil cement cylinder pile, 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 soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the concave arc at two ends, each soil cement rectangular pile left and right be fit to respectively the cylindrical of the soil cement cylinder pile at two ends, left and right, at the front and rear of each cylinder pile, also manufacture respectively a soil cement rectangular pile, the rear end concave arc that makes the front end concave arc of rear portion rectangular pile be fit to the cylindrical of cylinder pile, anterior rectangular pile is fit to the cylindrical of cylinder pile, so form the soil cement X piling wall that the mutual circular arc of multiple soil cement X stake is pegged graft, for gear soil, the antiseep of building foundation.
Claims (2)
1. a circular arc grafting X stake 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 is to each drill bit one injected water mud respectively, 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 stir the earth of its lower end and cement mortar 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 of drill bit one and cement mortar stir, 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 stir into concave arc by the soil body of the termination of right part and cement mortar 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 stir into concave arc by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the rectangle cement earth pile of concave arc downwards;
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 cylinder pile in the process of compressing into;
Rectangular pile pile-formation machine and cylinder pile pile-formation machine are manufactured the mode of X stake: first in the position that needs pile, manufacture a soil cement cylinder pile according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, on the right side of this cylinder pile, the distance of the rectangular pile in interval is manufactured another soil cement cylinder pile, 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 soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the concave arc at two ends, each soil cement rectangular pile left and right be fit to respectively the cylindrical of the soil cement cylinder pile at two ends, left and right, at the front and rear of each cylinder pile, also manufacture respectively a soil cement rectangular pile, the rear end concave arc that makes the front end concave arc of rear portion rectangular pile be fit to the cylindrical of cylinder pile, anterior rectangular pile is fit to the cylindrical of cylinder pile, so form the soil cement X piling wall that the mutual circular arc of multiple soil cement X stake is pegged graft, for gear soil, the antiseep of building foundation.
2. circular arc grafting X stake 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 |
|---|---|---|---|
| CN201610088795.5A CN105586887A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc inserting and connecting X-shaped piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088795.5A CN105586887A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc inserting and connecting X-shaped piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586887A true CN105586887A (en) | 2016-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088795.5A Pending CN105586887A (en) | 2016-02-18 | 2016-02-18 | Device for manufacturing arc inserting and connecting X-shaped piles |
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| Country | Link |
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| CN (1) | CN105586887A (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 |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105649056A (en) * | 2016-02-18 | 2016-06-08 | 李会修 | Arc buckle X pile manufacturing equipment |
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 CN201610088795.5A patent/CN105586887A/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 |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105649056A (en) * | 2016-02-18 | 2016-06-08 | 李会修 | Arc buckle X pile manufacturing equipment |
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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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160518 |