CN105735270A - Herringbone pile manufacturing equipment - Google Patents
Herringbone pile manufacturing equipment Download PDFInfo
- Publication number
- CN105735270A CN105735270A CN201610138651.6A CN201610138651A CN105735270A CN 105735270 A CN105735270 A CN 105735270A CN 201610138651 A CN201610138651 A CN 201610138651A CN 105735270 A CN105735270 A CN 105735270A
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- CN
- China
- Prior art keywords
- headstock
- pile
- stake
- concrete
- rectangular
- 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.)
- Pending
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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
- 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
-
- 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
- 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
- E02D2200/1678—Shapes triangular
Abstract
The invention discloses herringbone pile manufacturing equipment. The herringbone pile manufacturing equipment comprises a rectangular pile forming machine and a triangular pile forming machine; a concrete triangular pile is manufactured in a position, needing to be reinforced, by using the triangular pile forming machine according to a working mode of the triangular pile forming machine; multiple concrete triangular piles are manufactured around the concrete triangular pile according to the design; and when concrete of the triangular piles reaches a certain strength, concrete rectangular piles are respectively manufactured at the left front parts, the right front parts and the back parts of all the triangular piles by using the rectangular pile forming machine according to a working mode of the rectangular pile forming machine to form multiple herringbone piles, formed by combining the concrete rectangular piles with the concrete triangular piles, for reinforcing a soft foundation.
Description
Technical field
The present invention relates to a kind of pile body and manufacture the herringbone stake manufacture device manufacturing herringbone stake used in device, 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, the cement-soil pile being presently used for the consolidation process of weak base foundation 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 herringbone stake manufacture device that can manufacture rectangular pile and the mutual eye-splice formation herringbone stake of triangle stake.
The present invention is achieved through the following technical solutions:
A kind of herringbone stake manufactures device, including rectangular pile pile-formation machine and triangle stake pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, headstock 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 headstock 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 headstock two；Headstock one, headstock two, headstock 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 headstock three and headstock one, between headstock three and headstock 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 blade respectively；The right back of headstock two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a triangular knife one respectively；The left back of headstock one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a triangular knife one respectively.
Triangle stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；Change speed gear box to left front portion, right front portion, rear portion export a line shaft respectively, the outer end of each line shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture multiple herringbone stake being mutually combined by concrete rectangular stake and concrete triangle stake, for the consolidation process of weak fault.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of rectangular pile pile-formation machine；
Fig. 2 is the A A view of Fig. 1；
Fig. 3 is the structural representation of triangle stake pile-formation machine；
Fig. 4 is the B B view of Fig. 3；
Fig. 5 is the cross-sectional view of multiple herringbone stakes that rectangular pile is formed with the mutual eye-splice of triangle stake.
In figure: 1, creep into bar, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, transverse arm one, 7, transverse arm two, 8, drive axle one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive axle two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, change speed gear box, 24, drill bit two, 25, line shaft, 26, triangular knife 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 triangle stake 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, headstock 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 headstock 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 headstock 25；Headstock one, headstock two, headstock 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 headstock three and headstock one, between headstock three and headstock 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 blade 9 respectively；The right back of headstock 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 triangular knife 1 respectively；The left back of headstock one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a triangular knife 1 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 headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock 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 headstock one；Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, three drill bits one in rotation by the soil cutting of its lower end；Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement by two triangular knifes one of left end in rotation；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly 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 recessed V-arrangement, casting concrete, formation concrete rectangular stake in this rectangular opening.
Triangle stake pile-formation machine includes the structure in Fig. 3, Fig. 4；Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively.
The specific works mode of triangle stake pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, in this tri-angle-holed middle casting concrete, formation concrete triangle stake.
The convex V-arrangement at three angles of triangle stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
nullThe working method that rectangular pile pile-formation machine manufactures herringbone stake with triangle stake pile-formation machine is as follows: in the position processed that needs reinforcement，A concrete triangle stake is manufactured according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine，Around this concrete triangle stake、Multiple concrete triangle stakes are manufactured by design arrangement，When the concrete strength of triangle stake reaches a timing，Again in the left front portion of each triangle stake、Right front portion、Rear portion rectangular pile pile-formation machine manufactures a concrete rectangular stake respectively according to the working method of above-mentioned rectangular pile pile-formation machine，Make the left front portion of each concrete triangle stake、Right front portion、The recessed V-arrangement of the concrete rectangular stake at rear portion is fit to the left front portion of this concrete triangle stake respectively、Right front portion、The convex V-arrangement at rear portion，It is thusly-formed multiple herringbone stake being mutually combined by concrete rectangular stake and concrete triangle stake，Consolidation process for weak fault.
Claims (2)
1. herringbone stake manufactures an equipment, including rectangular pile pile-formation machine and triangle stake 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, headstock 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 headstock 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 headstock two (5)；Headstock one, headstock two, headstock 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 headstock three and headstock one, between headstock three and headstock 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 blade (9) respectively；The right back of headstock 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 triangular knife one (15) respectively；The left back of headstock one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a triangular knife one (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 headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock 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 headstock one；Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, three drill bits one in rotation by the soil cutting of its lower end；Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed V-arrangement by two triangular knifes one of left end in rotation；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly 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 recessed V-arrangement, casting concrete, formation concrete rectangular stake in this rectangular opening；
The concrete structure of triangle stake pile-formation machine: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively；
The specific works mode of triangle stake pile-formation machine: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, in this tri-angle-holed middle casting concrete, formation concrete triangle stake；
nullRectangular pile pile-formation machine manufactures the working method of herringbone stake with triangle stake pile-formation machine: in the position processed that needs reinforcement，A concrete triangle stake is manufactured according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine，Around this concrete triangle stake、Multiple concrete triangle stakes are manufactured by design arrangement，When the concrete strength of triangle stake reaches a timing，Again in the left front portion of each triangle stake、Right front portion、Rear portion rectangular pile pile-formation machine manufactures a concrete rectangular stake respectively according to the working method of above-mentioned rectangular pile pile-formation machine，Make the left front portion of each concrete triangle stake、Right front portion、The recessed V-arrangement of the concrete rectangular stake at rear portion is fit to the left front portion of this concrete triangle stake respectively、Right front portion、The convex V-arrangement at rear portion，It is thusly-formed multiple herringbone stake being mutually combined by concrete rectangular stake and concrete triangle stake，Consolidation process for weak fault.
2. herringbone stake according to claim 1 manufactures equipment, it is characterised in that: the convex V-arrangement at three angles of triangle stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138651.6A CN105735270A (en) | 2016-03-11 | 2016-03-11 | Herringbone pile manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138651.6A CN105735270A (en) | 2016-03-11 | 2016-03-11 | Herringbone pile manufacturing equipment |
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| Publication Number | Publication Date |
|---|---|
| CN105735270A true CN105735270A (en) | 2016-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138651.6A Pending CN105735270A (en) | 2016-03-11 | 2016-03-11 | Herringbone pile manufacturing equipment |
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| Country | Link |
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| CN (1) | CN105735270A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
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| US6217260B1 (en) * | 1998-07-10 | 2001-04-17 | Dexin He | Downhole reamer with double acting dual piston cylinder |
| SE0900155A1 (en) * | 2009-02-09 | 2010-08-10 | Wassara Ab | Device for lowering hammer |
| 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 |
| CN104863137A (en) * | 2015-06-05 | 2015-08-26 | 宋姝娴 | Elliptical pile manufacturing equipment |
| CN104863608A (en) * | 2015-06-05 | 2015-08-26 | 宋姝娴 | Regular-pentagon-shaped jacking pipe equipment |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
-
2016
- 2016-03-11 CN CN201610138651.6A patent/CN105735270A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6217260B1 (en) * | 1998-07-10 | 2001-04-17 | Dexin He | Downhole reamer with double acting dual piston cylinder |
| SE0900155A1 (en) * | 2009-02-09 | 2010-08-10 | Wassara Ab | Device for lowering hammer |
| 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 |
| CN104863137A (en) * | 2015-06-05 | 2015-08-26 | 宋姝娴 | Elliptical pile manufacturing equipment |
| CN104863608A (en) * | 2015-06-05 | 2015-08-26 | 宋姝娴 | Regular-pentagon-shaped jacking pipe equipment |
| CN105064341A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Manufacturing equipment for round-head T-shaped pile |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
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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 |
Application publication date: 20160706 |
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| RJ01 | Rejection of invention patent application after publication |