CN105714798A - Arc inserting and buckling equipment for cross-shaped piles and circular piles - Google Patents
Arc inserting and buckling equipment for cross-shaped piles and circular piles Download PDFInfo
- Publication number
- CN105714798A CN105714798A CN201610095848.6A CN201610095848A CN105714798A CN 105714798 A CN105714798 A CN 105714798A CN 201610095848 A CN201610095848 A CN 201610095848A CN 105714798 A CN105714798 A CN 105714798A
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- transmission case
- pile
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- concrete
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- 239000002689 soil Substances 0.000 claims abstract description 22
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 230000005540 biological transmission Effects 0.000 claims description 93
- 238000003756 stirring Methods 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 19
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000005553 drilling Methods 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005516 engineering process Methods 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
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1685—Shapes cylindrical
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Arc inserting and buckling equipment for cross-shaped piles and circular piles comprises a cross-shaped pile forming machine and a circular pile forming machine. The cross-shaped pile forming machine is used for manufacturing a plurality of concrete cross-shaped piles at a distance of one circular pile; when concrete strength of cross-shaped piles at two sides reaches certain strength, one concrete circular pile is manufactured within a distance between every two cross-shaped piles by using the circular pile forming machine according to a working mode of the circular pile forming machine; a convex arc of the circular pile fits with concave arcs of the cross-shaped piles at the left side and the right side, and thus, a pile wall that the concrete cross-shaped piles and the concrete circular pile between every two concrete cross-shaped piles are mutually inserted and buckled in an arc form is formed. The arc inserting and buckling equipment is used for soil blocking and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to the cross pile and circle stake circular arc eye-splice equipment that use in a kind of circular arc eye-splice equipment, particularly a kind of building 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, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not concrete cross stake and the mutual eye-splice piling wall of concrete circular pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of cross pile that can manufacture concrete cross pile body and the mutual circular arc eye-splice of concrete circular pile body and circle stake circular arc eye-splice equipment.
The present invention is achieved through the following technical solutions:
A kind of cross pile and circle stake circular arc eye-splice equipment, including cross pile pile-formation machine and circle stake pile-formation machine.
Cross pile pile-formation machine includes following structure: being pressed into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five；It is pressed into bar one bottom left end and is fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, it is pressed into bar one bottom right-hand member and is fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with transmission case three, being pressed into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with transmission case four；Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod, each drilling rod lower end fixes a drill bit one respectively；It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two, the both sides of each torsion axle one are respectively equipped with a stirring knife one, each stirring knife one is fixed on the torsion axle one at its place by a tool arm, the both sides of each torsion axle two are respectively equipped with a stirring knife two, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm；The right back of transmission case two and right front export one respectively and turn round axle three, and the right-hand member of this each torsion axle three fixes a recessed dise knife respectively；The left back of transmission case one and left front export one respectively and turn round axle three, and the left end of this each torsion axle three fixes a recessed dise knife respectively.
Circle stake pile-formation machine includes following structure: being pressed into the upper end of the lower end fixed motor two of bar two, 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 concrete cross pile body and the mutual circular arc eye-splice of concrete circular pile body, for the gear soil on building basis, antiseepage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of cross pile pile-formation machine；
Fig. 2 is the rearview of cross pile pile-formation machine；
Fig. 3 is the A A direction view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the structural representation of circle stake pile-formation machine；
Fig. 6 is the cross-sectional view of cross pile and circle stake circular arc eye-splice.
In figure: 1, be pressed into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stirring knife one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit one, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stirring knife two, 23, turn round axle three, 24, recessed dise knife；31, be pressed into bar two, 32, motor two, 33, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes cross pile pile-formation machine and circle stake pile-formation machine.
Cross pile pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: being pressed into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53；It is pressed into bar one bottom left end and is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19；Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod 12, each drilling rod lower end fixes a drill bit 1 respectively；It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle 1, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle 2 20, the both sides of each torsion axle one are respectively equipped with a stirring knife 1, each stirring knife one is fixed on the torsion axle one at its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with a stirring knife 2 22, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm；The right back of transmission case two and right front export one respectively and turn round axle 3 23, and the right-hand member of this each torsion axle three fixes a recessed dise knife 24 respectively；The left back of transmission case one and left front export one respectively and turn round axle 3 23, and the left end of this each torsion axle three fixes a recessed dise knife 24 respectively.
The specific works mode of cross pile pile-formation machine is as follows: be also equipped with provisions for grouting on pile frame, during work, each drill bit one is irrigated water under high pressure by provisions for grouting respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two；Transmission case two drives two torsion axles three of right-hand member to drive the recessed dise knife of right-hand member to rotate in operation process；Transmission case one drives two torsion axles three of left end to drive the recessed dise knife of left end to rotate in operation process；An on-stream drill bit one rotation driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five；Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation；Five drill bits one in rotation by the soil cutting of its underpart, stirring knife one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right；Stirring knife two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals；The soil cutting of right-hand member is become concave arc by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end 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 cross bore, is pressed into bar one and is pressed in process downwards and forms about one two ends is respectively provided with the cross bore of concave arc, casting concrete, formation concrete cross pile in this cross bore.
Circle stake pile-formation machine includes the structure in Fig. 5；Concrete structure is as follows: being pressed into the upper end of the lower end fixed motor 2 32 of bar 2 31, the output shaft of motor two lower end is fixed with drill bit 2 33.
The specific works mode of circle stake pile-formation machine is as follows: during work, drill bit two 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 two lower end, the soil body machined away is mixed in mud, mud flows out from cross bore, it is pressed into bar two to be pressed in process downwards and form circular hole, casting concrete, formation concrete circular pile in this circular hole.
The concave arc at two ends, cross pile left and right matches with the dome arc of circle stake.
Cross pile pile-formation machine is as follows with circle stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete cross pile is manufactured according to the working method of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, on the right side of this cross pile, the distance of the round stake in one, interval remanufacture second concrete cross pile, so manufacture the round pilespacing in one, multiple intervals from multiple concrete cross piles；When the concrete strength of the cross pile on both sides reaches some strength, again in the spacing between each two cross pile, manufacture a concrete circular pile with circle stake pile-formation machine according to the working method of above-mentioned round stake pile-formation machine, the dome arc making circle stake is fit to the concave arc of the right and left cross pile, the piling wall of the mutual circular arc eye-splice of concrete circular pile being thusly-formed between multiple concrete cross pile and each two concrete cross pile, for the gear soil on building basis, antiseep.
Claims (2)
1. cross pile and a circle stake circular arc eye-splice equipment, including cross pile pile-formation machine and circle stake pile-formation machine, it is characterised in that:
The concrete structure of cross pile pile-formation machine includes: being pressed into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3)；It is pressed into bar one bottom left end and is fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), it is pressed into bar one bottom right-hand member and is fixed with cross bar two (7), cross bar two right-hand member bottom is fixed with armstand two (11), armstand two lower end is fixed with transmission case two (5), it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three (14), cross bar three front lower portion is fixed with armstand three (15), armstand three lower end is fixed with transmission case three (16), it is pressed into rear end, bar one bottom and is fixed with cross bar four (17), cross bar four rear end lower is fixed with armstand four (18), armstand four lower end is fixed with transmission case four (19)；Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod (12), each drilling rod lower end fixes a drill bit one (13) respectively；It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one (8), it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two (20), the both sides of each torsion axle one are respectively equipped with a stirring knife one (9), each stirring knife one is fixed on the torsion axle one at its place by a tool arm (21), the both sides of each torsion axle two are respectively equipped with a stirring knife two (22), and each stirring knife two is fixed on the torsion axle two at its place by a tool arm；The right back of transmission case two and right front export one respectively and turn round axle three (23), and the right-hand member of this each torsion axle three fixes a recessed dise knife (24) respectively；The left back of transmission case one and left front export one respectively and turn round axle three (23), and the left end of this each torsion axle three fixes a recessed dise knife (24) respectively；
The specific works mode of cross pile pile-formation machine: during work, each drill bit one is irrigated water under high pressure by provisions for grouting respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two；Transmission case two drives two torsion axles three of right-hand member to drive the recessed dise knife of right-hand member to rotate in operation process；Transmission case one drives two torsion axles three of left end to drive the recessed dise knife of left end to rotate in operation process；An on-stream drill bit one rotation driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five；Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation；Five drill bits one in rotation by the soil cutting of its underpart, stirring knife one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right；Stirring knife two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals；The soil cutting of right-hand member is become concave arc by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end 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 cross bore, is pressed into bar one and is pressed in process downwards and forms about one two ends is respectively provided with the cross bore of concave arc, casting concrete, formation concrete cross pile in this cross bore；
The concrete structure of circle stake pile-formation machine includes: being pressed into the upper end of the lower end fixed motor 2 32 of bar 2 31, the output shaft of motor two lower end is fixed with drill bit 2 33；
The specific works mode of circle stake pile-formation machine is: during work, drill bit two 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 two lower end, the soil body machined away is mixed in mud, mud flows out from cross bore, it is pressed into bar two to be pressed in process downwards and form circular hole, casting concrete, formation concrete circular pile in this circular hole；
Cross pile pile-formation machine is as follows with circle stake pile-formation machine associated working process: first in the original position needing pile axis, a concrete cross pile is manufactured according to the working method of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, on the right side of this cross pile, the distance of the round stake in one, interval remanufacture second concrete cross pile, so manufacture the round pilespacing in one, multiple intervals from multiple concrete cross piles；When the concrete strength of the cross pile on both sides reaches some strength, again in the spacing between each two cross pile, manufacture a concrete circular pile with circle stake pile-formation machine according to the working method of above-mentioned round stake pile-formation machine, the dome arc making circle stake is fit to the concave arc of the right and left cross pile, the piling wall of the mutual circular arc eye-splice of concrete circular pile being thusly-formed between multiple concrete cross pile and each two concrete cross pile, for the gear soil on building basis, antiseep.
2. cross pile according to claim 1 and circle stake circular arc eye-splice equipment, it is characterised in that: the concave arc at two ends, cross pile left and right matches with the dome arc of circle stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095848.6A CN105714798A (en) | 2016-02-22 | 2016-02-22 | Arc inserting and buckling equipment for cross-shaped piles and circular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095848.6A CN105714798A (en) | 2016-02-22 | 2016-02-22 | Arc inserting and buckling equipment for cross-shaped piles and circular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714798A true CN105714798A (en) | 2016-06-29 |
Family
ID=56155955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095848.6A Pending CN105714798A (en) | 2016-02-22 | 2016-02-22 | Arc inserting and buckling equipment for cross-shaped piles and circular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105714798A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
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| KR20100086554A (en) * | 2009-01-23 | 2010-08-02 | 석정건설주식회사 | New deep cement mixing process for strengthening weak soil and apparatus therefor |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
| CN105019434A (en) * | 2015-06-05 | 2015-11-04 | 张永忠 | Semicircular pile stirring drilling machine |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
-
2016
- 2016-02-22 CN CN201610095848.6A patent/CN105714798A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002188142A (en) * | 2000-12-21 | 2002-07-05 | Honmagumi:Kk | Biaxial deep-layer mixing processor |
| KR20100086554A (en) * | 2009-01-23 | 2010-08-02 | 석정건설주식회사 | New deep cement mixing process for strengthening weak soil and apparatus therefor |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
| CN105019434A (en) * | 2015-06-05 | 2015-11-04 | 张永忠 | Semicircular pile stirring drilling machine |
| CN105003277A (en) * | 2015-08-09 | 2015-10-28 | 刘玉燕 | Cross-shaped tunnel digging device |
| CN105019444A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Pile-forming machine for semicircle connector piles |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
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| C06 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160629 |
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| RJ01 | Rejection of invention patent application after publication |