CN105649056A - Arc buckle X pile manufacturing equipment - Google Patents
Arc buckle X pile manufacturing equipment Download PDFInfo
- Publication number
- CN105649056A CN105649056A CN201610088828.6A CN201610088828A CN105649056A CN 105649056 A CN105649056 A CN 105649056A CN 201610088828 A CN201610088828 A CN 201610088828A CN 105649056 A CN105649056 A CN 105649056A
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- CN
- China
- Prior art keywords
- pile
- driving box
- rectangular
- drive shaft
- cylinder
- 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.)
- Withdrawn
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 19
- 238000005553 drilling Methods 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 13
- 239000011440 grout Substances 0.000 claims description 7
- 238000005520 cutting process Methods 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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
-
- 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
Landscapes
- 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
Provided is arc buckle X pile manufacturing equipment. A plurality of cemented soil cylindrical piles spaced by the distance of one rectangular pile are manufactured. When the cemented soil strength of the cemented soil cylindrical piles on the two sides reaches a certain degree, one concrete rectangular pile is manufactured in the interval between every two cylindrical piles through a rectangular file forming machine according to the work manner of the above rectangular pile forming machine, so that concave arcs at the left end and the right end of each concrete rectangular pile are matched with external circles of the corresponding cemented soil cylindrical piles at the left end and the right end; and one concrete rectangular pile is manufactured on each of the front portion and rear portion of each cylindrical pile, so that concave arcs at the front ends of the rear rectangular piles are matched with the external circles of the cylindrical piles, and concave arcs at the rear ends of the front rectangular piles are matched with the external circles of the cylindrical piles. Therefore, an X pile wall with multiple X piles buckled in an arc manner is formed, and the arc buckle X pile manufacturing equipment is used for soil blocking and seepage prevention of building foundations.
Description
Technical field
The present invention relates in a kind of arc latched equipment, particularly a kind of foundation works the arc latched X stake producing apparatus of the manufacture X stake used.
Background technology
Cement-earth pile-formation machine is by the multiple drill bit rotational of power wheel drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with grout by multiple drill bit, at present, it is all become by multiple cement-earth cylinder overlap joint for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of can manufacture rectangular pile and the arc latched arc latched X stake producing apparatus of cylinder pile.
The present invention is achieved through the following technical solutions:
The arc latched X stake producing apparatus that rectangular pile and cylinder pile are mutually arc latched, comprises rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creeps into the lower end of bar and is fixed on electric motor one upper end, and electric motor is once held and is fixed on driving box three upper end; Creep into bar bottom left end and it is 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, being respectively equipped with a drive shaft one between driving box three and driving box two, a connecting arm is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm is fixed one respectively and stirred cutter; The starboard quarter of driving box two and right front export a drive shaft two respectively, and the right-hand member of this each drive shaft two fixes a recessed round cutter respectively; The left back of driving box one and left front export a drive shaft two respectively, and the right-hand member of this each drive shaft two fixes a recessed round cutter respectively.
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 electric motor two times 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 X stake stake body of cement-earth cylinder pile, for gear soil, the antiseep of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of rectangular pile pile-formation machine;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the front view of cylinder pile pile-formation machine;
Fig. 4 is the cross-sectional view of the arc latched X stake of rectangular pile and cylinder pile.
In figure: 1, creep into bar, 2, electric motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, drive shaft one, 9, stir cutter, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive shaft two, 15, recessed round cutter, 16, connecting arm, 21, drilling rod two, 22, electric motor two, 23, drill bit two.
Embodiment
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: creeping into bar 1 time end and be fixed on electric motor 1 upper end, electric motor is once held and is fixed on driving box 33 upper end; Creep into bar bottom left end and it is 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, being respectively equipped with a drive shaft 1 between driving box three and driving box two, a connecting arm 16 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm is fixed one respectively and stirred cutter 9; The starboard quarter of driving box two and right front export a drive shaft 2 14 respectively, and the right-hand member of this each drive shaft two fixes a recessed round cutter 15 respectively; The left back of driving box one and left front export a drive shaft 2 14 respectively, and the right-hand member of this each drive shaft two fixes a recessed round cutter 15 respectively.
The concrete mode of operation 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 high pressure water by grouting pump respectively, electric motor one drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process; Driving box one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively 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 the earth of its lower end is cut by three drill bits one in rotation; Two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one 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 cuts, two drive shafts two of right-hand member drive the recessed round cutter on two drive shafts two of right-hand member to rotate respectively in rotation, and the soil cutting of the termination in right portion is become recessed circular arc by the recessed round cutter of two of right-hand member in rotation; Two drive shafts two of left end drive the recessed round cutter on two drive shafts two of left end to rotate respectively in rotation, and the soil cutting of the termination of left part is become recessed circular arc by the recessed round cutter of two 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 process formation about one two ends downwards respectively with the rectangle hole of recessed circular arc, casting concrete, formation concrete rectangular stake in this hole.
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 electric motor two times ends is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, concrete mode of operation is as follows: during work, grout pump is to drill bit grout injection, electric motor two drives drill bit two rotation, and the soil cutting held under drill bit and grout are stirred by drill bit two in rotary course, and drilling rod two forms cylinder pile in the process of being pressed into.
The convex circular arc of cylinder pile and the recessed circular arc at two ends, rectangular pile left and right coincide.
The mode that rectangular pile pile-formation machine and cylinder pile pile-formation machine manufacture X stake is as follows: first in the position needing pile, a cement-earth cylinder pile is manufactured according to the mode of operation 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 manufactures another cement-earth cylinder pile, so manufacture the cement-earth cylinder pile of the rectangular pile distance in multiple intervals, when the soil cement intensity of the cement-earth cylinder pile on both sides reaches a timing, again in spacing between every two cylinder piles, a concrete rectangular stake is manufactured respectively according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed circular arc at each two ends, concrete rectangular stake left and right is made to be fit to the cylindrical of cement-earth cylinder pile at two ends, left and right respectively, at the front and rear of each cylinder pile, also a manufacture concrete rectangular stake respectively, make that the recessed circular arc in the front end of rear portion rectangular pile is fit to the cylindrical of cylinder pile, the recessed circular arc in rear end of anterior rectangular pile is fit to the cylindrical of cylinder pile, so form the mutually arc latched X stake wall of multiple X stake, for gear soil, the antiseep of building foundation.
Claims (2)
1. an arc latched X stake producing apparatus, comprises 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 comprises: creeps into bar (1) lower end and is fixed on electric motor one (2) upper end, and electric motor is once held and is fixed on driving box three (3) upper end; Creep into bar bottom left end and it is 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 it is 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, being respectively equipped with a drive shaft one (8) between driving box three and driving box two, a connecting arm (16) is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm is fixed one respectively and stirred cutter (9); The starboard quarter of driving box two and right front export a drive shaft two (14) respectively, and the right-hand member of this each drive shaft two fixes a recessed round cutter (15) respectively; The left back of driving box one and left front export a drive shaft two (14) respectively, and the left end of this each drive shaft two fixes a recessed round cutter (15) respectively;
The concrete mode of operation of rectangular pile pile-formation machine: when rectangular pile pile-formation machine works, each drill bit one is injected high pressure water by grouting pump respectively, electric motor one drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process; Driving box one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively 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 the earth of its lower end is cut by three drill bits one in rotation; Two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one 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 cuts, two drive shafts two of right-hand member drive the recessed round cutter on two drive shafts two of right-hand member to rotate respectively in rotation, and the soil cutting of the termination in right portion is become recessed circular arc by the recessed round cutter of two of right-hand member in rotation; Two drive shafts two of left end drive the recessed round cutter on two drive shafts two of left end to rotate respectively in rotation, and the soil cutting of the termination of left part is become recessed circular arc by the recessed round cutter of two 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 process formation about one two ends downwards respectively with the rectangle hole of recessed circular 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 electric motor two times ends is fixed with drill bit 2 23;
The concrete mode of operation of cylinder pile pile-formation machine: during work, grout pump is to drill bit grout injection, electric motor two drives drill bit two rotation, the soil cutting held under drill bit and grout are stirred by drill bit two in rotary course, and drilling rod two forms cylinder pile in the process of being pressed into;
Rectangular pile pile-formation machine and cylinder pile pile-formation machine manufacture the mode of X stake: first in the position needing pile, a cement-earth cylinder pile is manufactured according to the mode of operation 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 manufactures another cement-earth cylinder pile, so manufacture the cement-earth cylinder pile of the rectangular pile distance in multiple intervals, when the soil cement intensity of the cement-earth cylinder pile on both sides reaches a timing, again in spacing between every two cylinder piles, a concrete rectangular stake is manufactured respectively according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed circular arc at each two ends, concrete rectangular stake left and right is made to be fit to the cylindrical of cement-earth cylinder pile at two ends, left and right respectively, at the front and rear of each cylinder pile, also a manufacture concrete rectangular stake respectively, make that the recessed circular arc in the front end of rear portion rectangular pile is fit to the cylindrical of cylinder pile, the recessed circular arc in rear end of anterior rectangular pile is fit to the cylindrical of cylinder pile, so form the mutually arc latched X stake wall of multiple X stake, for gear soil, the antiseep of building foundation.
2. arc latched X stake producing apparatus according to claim 1, it is characterised in that: the convex circular arc of cylinder pile and the recessed circular arc of rectangular pile right-hand member coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088828.6A CN105649056A (en) | 2016-02-18 | 2016-02-18 | Arc buckle X pile manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088828.6A CN105649056A (en) | 2016-02-18 | 2016-02-18 | Arc buckle X pile manufacturing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649056A true CN105649056A (en) | 2016-06-08 |
Family
ID=56489631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088828.6A Withdrawn CN105649056A (en) | 2016-02-18 | 2016-02-18 | Arc buckle X pile manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105649056A (en) |
Cited By (4)
| 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 |
Citations (7)
| 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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105586887A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Device for manufacturing arc inserting and connecting X-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105672274A (en) * | 2016-02-18 | 2016-06-15 | 韩希鹏 | Arc locking X pile manufacturing equipment |
| CN105714793A (en) * | 2016-02-18 | 2016-06-29 | 宗琪 | Circular-arc inserting X pile manufacturing equipment |
-
2016
- 2016-02-18 CN CN201610088828.6A patent/CN105649056A/en not_active Withdrawn
Patent Citations (7)
| 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 |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105586887A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Device for manufacturing arc inserting and connecting X-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105672274A (en) * | 2016-02-18 | 2016-06-15 | 韩希鹏 | Arc locking X pile manufacturing equipment |
| CN105714793A (en) * | 2016-02-18 | 2016-06-29 | 宗琪 | Circular-arc inserting X pile manufacturing equipment |
Cited By (4)
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160608 |