CN105672280A - Arc locking port pile wall manufacturing equipment - Google Patents
Arc locking port pile wall manufacturing equipment Download PDFInfo
- Publication number
- CN105672280A CN105672280A CN201610088897.7A CN201610088897A CN105672280A CN 105672280 A CN105672280 A CN 105672280A CN 201610088897 A CN201610088897 A CN 201610088897A CN 105672280 A CN105672280 A CN 105672280A
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- China
- Prior art keywords
- pile
- concrete
- rectangular
- driving box
- axle
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
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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)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses arc locking port pile wall manufacturing equipment. Multiple concrete rectangular piles spaced by one cylindrical pile are manufactured; when concrete of rectangular piles on two sides reaches a certain strength, concrete cylindrical piles are manufactured in gaps between every two rectangular piles by using a cylindrical pile forming machine according to a working mode of the cylindrical pile forming machine; and convex arcs at the left ends of the concrete cylindrical piles between every two concrete rectangular piles are matched with concave arcs at the right ends of the concrete rectangular piles on the left side, and convex arcs at the right ends of the concrete cylindrical piles are matched with concave arcs at the left ends of the concrete rectangular piles on the right side, so that pile walls for mutual locking between multiple concrete rectangular piles and the concrete cylindrical piles between every two rectangular piles are formed for soil retaining and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of piling wall and manufacture the rectangular pile and cylinder pile circular arc fore shaft piling wall manufacture equipment that use in equipment, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, be used for keeping off soil in building foundation engineering, the cement-soil pile of antiseepage is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of circular arc fore shaft piling wall manufacture equipment that can manufacture rectangular pile and the mutual circular arc fore shaft of cylinder pile.
The present invention is achieved through the following technical solutions:
The circular arc fore shaft piling wall of a kind of rectangular pile and the mutual circular arc fore shaft of cylinder pile manufactures equipment, including rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, driving box three upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with driving box one, creeps into bar bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with driving box two; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one, the lower end of each drilling rod one is respectively equipped with a drill bit one; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife respectively; The right back of driving box two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a recessed dise knife respectively; The left back of driving box one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a recessed dise knife respectively.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall of the mutual fore shaft of concrete circular stanchion between multiple concrete rectangular stake and each two rectangular pile, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of rectangular pile pile-formation machine;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the front view of cylinder pile pile-formation machine;
Fig. 4 is the cross-sectional view 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, axle one is driven, 9, stirring knife, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, axle two is driven, 15, recessed dise knife, 16, linking arm, 21, drilling rod two, 22, motor two, 23, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, driving box 33 upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with driving box 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driving box 25; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife 9 respectively; The right back of driving box two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a recessed dise knife 15 respectively; The left back of driving box one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a recessed dise knife 15 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into water under high pressure by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process; On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of driving box one; Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is cut by three drill bits one in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by unhewn for drill bit one between each two drill bit one, between two common tangents of two drill bit one cylindricals earth cutting, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil cutting of the termination of right part is become concave arc by two recessed dise knifes of right-hand member in rotation; Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil cutting of the termination of left part is become concave arc by two recessed dise knifes of left end in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar and is pressed into downwards in process and forms about one two ends is respectively provided with the rectangular opening of concave arc, casting concrete, formation concrete rectangular stake in this hole.
Cylinder pile pile-formation machine includes the structure in Fig. 3; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, and drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this hole.
The dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
Rectangular pile pile-formation machine is as follows with cylinder pile pile-formation machine associated working process: first in the original position needing pile axis, a concrete rectangular stake is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, on the right side of this rectangular pile, the distance of one cylinder pile in interval remanufacture second concrete rectangular stake, so manufacture multiple concrete rectangular stakes of one the cylinder pile distance in multiple intervals, when the concrete strength of the rectangular pile on both sides reaches a timing, again in the spacing between each two rectangular pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, the dome arc making the concrete circular stanchion left end between each two concrete rectangular stake is fit to the concave arc of left side concrete rectangular stake right-hand member, the dome arc of concrete circular stanchion right-hand member is fit to the concave arc of the right concrete rectangular stake left end, the piling wall of the mutual fore shaft of concrete circular stanchion being thusly-formed between multiple concrete rectangular stake and each two rectangular pile, gear soil for building basis, antiseep.
Claims (2)
1. circular arc fore shaft piling wall manufactures an equipment, including rectangular pile pile-formation machine and cylinder pile pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper end is fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with driving box one (4), creep into bar bottom right-hand member and be fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with driving box two (5); Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife (9) respectively; The right back of driving box two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a recessed dise knife (15) respectively; The left back of driving box one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a recessed dise knife (15) respectively;
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into water under high pressure by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process;On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of driving box one; Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is cut by three drill bits one in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by unhewn for drill bit one between each two drill bit one, between two common tangents of two drill bit one cylindricals earth cutting, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil cutting of the termination of right part is become concave arc by two recessed dise knifes of right-hand member in rotation; Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil cutting of the termination of left part is become concave arc by two recessed dise knifes of left end in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar and is pressed into downwards in process and forms about one two ends is respectively provided with the rectangular opening of concave arc, casting concrete, formation concrete rectangular stake in this hole;
The concrete structure of cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23;
The specific works mode of cylinder pile pile-formation machine: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this hole;
Rectangular pile pile-formation machine and cylinder pile pile-formation machine associated working process: first in the original position needing pile axis, a concrete rectangular stake is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, on the right side of this rectangular pile, the distance of one cylinder pile in interval remanufacture second concrete rectangular stake, so manufacture multiple concrete rectangular stakes of one the cylinder pile distance in multiple intervals, when the concrete strength of the rectangular pile on both sides reaches a timing, again in the spacing between each two rectangular pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, the dome arc making the concrete circular stanchion left end between each two concrete rectangular stake is fit to the concave arc of left side concrete rectangular stake right-hand member, the dome arc of concrete circular stanchion right-hand member is fit to the concave arc of the right concrete rectangular stake left end, the piling wall of the mutual fore shaft of concrete circular stanchion being thusly-formed between multiple concrete rectangular stake and each two rectangular pile, gear soil for building basis, antiseep.
2. circular arc fore shaft piling wall according to claim 1 manufactures equipment, it is characterised in that: the dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088897.7A CN105672280A (en) | 2016-02-18 | 2016-02-18 | Arc locking port pile wall manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088897.7A CN105672280A (en) | 2016-02-18 | 2016-02-18 | Arc locking port pile wall manufacturing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672280A true CN105672280A (en) | 2016-06-15 |
Family
ID=56304495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088897.7A Withdrawn CN105672280A (en) | 2016-02-18 | 2016-02-18 | Arc locking port pile wall manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672280A (en) |
Cited By (10)
| 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 |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105714795A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc insertion and buckling piling wall |
| CN105908722A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection T-shaped pile |
| CN105908723A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection quincuncial pile |
| CN105908721A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Joint quincuncial pile |
| CN105908718A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Engaged quincuncial pile |
| CN105951771A (en) * | 2016-06-22 | 2016-09-21 | 卢友周 | Buckled plum-blossom-shaped pile |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution method |
| 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 |
| CN204825890U (en) * | 2015-07-17 | 2015-12-02 | 江苏地基工程有限公司 | New Combined Pile Driver |
| CN105113497A (en) * | 2015-08-11 | 2015-12-02 | 山西省交通科学研究院 | No-disturbance carbonization pile forming equipment and construction method thereof |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105714795A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc insertion and buckling piling wall |
| CN105735254A (en) * | 2016-02-18 | 2016-07-06 | 申秀实 | Piling wall manufacturing device |
-
2016
- 2016-02-18 CN CN201610088897.7A patent/CN105672280A/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007239420A (en) * | 2006-03-13 | 2007-09-20 | Kumagai Gumi Co Ltd | Structure of foundation for preventing floating of structure, its execution method and structure of pile used for its foundation or execution method |
| 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 |
| CN204825890U (en) * | 2015-07-17 | 2015-12-02 | 江苏地基工程有限公司 | New Combined Pile Driver |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105113497A (en) * | 2015-08-11 | 2015-12-02 | 山西省交通科学研究院 | No-disturbance carbonization pile forming equipment and construction method thereof |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105714795A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc insertion and buckling piling wall |
| CN105735254A (en) * | 2016-02-18 | 2016-07-06 | 申秀实 | Piling wall manufacturing device |
Cited By (10)
| 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 |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105714795A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | Manufacturing equipment for arc insertion and buckling piling wall |
| CN105908722A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection T-shaped pile |
| CN105908723A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Inserting-connection quincuncial pile |
| CN105908721A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Joint quincuncial pile |
| CN105908718A (en) * | 2016-06-22 | 2016-08-31 | 卢友周 | Engaged quincuncial pile |
| CN105951771A (en) * | 2016-06-22 | 2016-09-21 | 卢友周 | Buckled plum-blossom-shaped pile |
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| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160615 |