CN105586956A - Device for forming wall by locking triangular piles and rectangular piles - Google Patents
Device for forming wall by locking triangular piles and rectangular piles Download PDFInfo
- Publication number
- CN105586956A CN105586956A CN201610138649.9A CN201610138649A CN105586956A CN 105586956 A CN105586956 A CN 105586956A CN 201610138649 A CN201610138649 A CN 201610138649A CN 105586956 A CN105586956 A CN 105586956A
- Authority
- CN
- China
- Prior art keywords
- pile
- headstock
- triangle
- rectangular pile
- stake
- 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
- 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
- E02D2200/1628—Shapes rectangular
-
- 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
A device for forming a wall by locking triangular piles and rectangular piles comprises a rectangular pile forming machine and a triangular pile forming machine, multiple concrete triangular piles are manufactured, and every two adjacent triangular piles are spaced by one rectangular pile; when concrete of the triangular piles on two sides reaches certain strength, one cemented soil rectangular pile is manufactured in the distance between the every two adjacent triangular piles by the rectangular pile forming machine as per the working manner of the rectangular pile forming machine, concave V-shapes of two ends of each rectangular pile are fit with convex V-shapes of the triangular piles at two ends of the rectangular pile, and thus the pile wall with the multiple concrete triangular piles in broken line locked connection with the cemented soil rectangular piles between the every two triangular piles is formed and used for blocking soil and preventing leakage for a building foundation.
Description
Technical field
The present invention relates to triangle stake and the rectangular pile snap close wall-forming device of the manufacture piling wall using in a kind of pile body snap close wall-forming device, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, be all to form by multiple soil cement cylinders overlap joints for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention has made up above shortcoming, and a kind of triangle stake and the rectangular pile snap close wall-forming device that can manufacture rectangular pile and the mutual snap close formation of triangle stake piling wall is provided.
The present invention is achieved through the following technical solutions:
A kind of triangle stake and rectangular pile snap close wall-forming device, comprise rectangular pile pile-formation machine and triangle stake pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, headstock three upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with 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; The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft one between headstock three and headstock two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade is fixed respectively in the outer end of each linking arm; A driving shaft two is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife one; A driving shaft two is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife one.
Triangle stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower ends are provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft, a triangular knife two is fixed respectively in the outer end of each line shaft.
The present invention has following feature:
The present invention can manufacture the piling wall that the mutual broken line snap close of soil cement rectangular pile between the stake of multiple concrete triangle and every two triangle stakes is connected, for gear soil, the antiseep of building foundation.
Brief description of the drawings
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of rectangular pile pile-formation machine;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is the structural representation of triangle stake pile-formation machine;
Fig. 4 is B-B view of Fig. 3;
Fig. 5 is the cross-sectional view of the piling wall of the mutual snap close formation of rectangular pile and 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, driving shaft one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, gearbox, 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 comprises rectangular pile pile-formation machine and triangle stake pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor one 2 upper ends, headstock 33 upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with 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; The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft 1 between headstock three and headstock two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade 9 is fixed respectively in the outer end of each linking arm; A driving shaft 2 14 is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife 1; A driving shaft 2 14 is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife 1.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, when work, grouting pump is to each drill bit one injected water mud respectively, motor one drives headstock three runnings, headstock three rotating drive headstock one, headstock two by driving shaft one in operation process turns round, and headstock two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; The on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of headstock one is relative to synchronously rotating; Headstock one, headstock two, headstock three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring blade around driving shaft one rotation in rotation, stirring blade in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively triangular knife one rotation on two driving shafts two of right-hand member in rotation, and two triangular knifes one of right-hand member stir into recessed V-arrangement by the soil body of the termination of right part and cement mortar in rotation; Two driving shafts two of left end drive respectively triangular knife one rotation on two driving shafts two of left end in rotation, and two triangular knifes one of left end stir into recessed V-arrangement by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the soil cement rectangular pile of recessed V-arrangement downwards.
Triangle stake pile-formation machine comprises 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 ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each line shaft.
The specific works mode of triangle stake pile-formation machine is as follows: when work, grouting pump pours into water under high pressure to drill bit two, and motor two drives gearbox running, and gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms tri-angle-holed in the process of compressing into, in this tri-angle-holed middle casting concrete, the stake of formation concrete triangle.
The recessed V-arrangement at the protruding V-arrangement at three angles of triangle stake and two ends, rectangular pile left and right coincide.
The working method that snap close piling wall is manufactured in rectangular pile pile-formation machine and the associated working of triangle stake pile-formation machine is as follows: in the original position that needs pile axis, manufacture first concrete triangle stake according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine, distance at the rectangular pile in the right lateral side interval of first triangle stake is manufactured the stake of second concrete triangle, distance at the rectangular pile in the forward right side interval of second triangle stake is manufactured the 3rd concrete triangle stake, distance at the rectangular pile in the right lateral side interval of the 3rd triangle stake is manufactured the 4th concrete triangle stake, so manufacture the concrete triangle stake of the rectangular pile distance in multiple intervals, when the concrete strength of the triangle stake on both sides reaches a timing, again in the distance between every two adjacent triangle stakes, manufacture a soil cement rectangular pile with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement at each rectangular pile two ends be fit to the protruding V-arrangement of the triangle stake at rectangular pile two ends, so form the piling wall that the mutual broken line snap close of soil cement rectangular pile between the stake of multiple concrete triangle and every two triangle stakes is connected, for gear soil, the antiseep of building foundation.
Claims (2)
1. triangle stake and a rectangular pile snap close wall-forming device, comprises rectangular pile pile-formation machine and triangle stake pile-formation machine, it is characterized in that:
The concrete structure of rectangular pile pile-formation machine comprises: creep into bar (1) lower end and be fixed on motor one (2) upper end, headstock three (3) upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with 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); The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft one (8) between headstock three and headstock two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade (9) is fixed respectively in the outer end of each linking arm; A driving shaft two (14) is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife one (15); A driving shaft two (14) is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife one (15);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, grouting pump is to each drill bit one injected water mud respectively, motor one drives headstock three runnings, headstock three rotating drive headstock one, headstock two by driving shaft one in operation process turns round, and headstock two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; The on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of headstock one is relative to synchronously rotating; Headstock one, headstock two, headstock three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring blade around driving shaft one rotation in rotation, stirring blade in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively triangular knife one rotation on two driving shafts two of right-hand member in rotation, and two triangular knifes one of right-hand member stir into recessed V-arrangement by the soil body of the termination of right part and cement mortar in rotation; Two driving shafts two of left end drive respectively triangular knife one rotation on two driving shafts two of left end in rotation, and two triangular knifes one of left end stir into recessed V-arrangement by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the soil cement rectangular pile of recessed V-arrangement downwards;
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 ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each line shaft;
The specific works mode of triangle stake pile-formation machine: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms tri-angle-holed in the process of compressing into, in this tri-angle-holed middle casting concrete, the stake of formation concrete triangle;
The working method of snap close piling wall is manufactured in rectangular pile pile-formation machine and the associated working of triangle stake pile-formation machine: in the original position that needs pile axis, manufacture first concrete triangle stake according to the working method of above-mentioned triangle stake pile-formation machine with triangle stake pile-formation machine, distance at the rectangular pile in the right lateral side interval of first triangle stake is manufactured the stake of second concrete triangle, distance at the rectangular pile in the forward right side interval of second triangle stake is manufactured the 3rd concrete triangle stake, distance at the rectangular pile in the right lateral side interval of the 3rd triangle stake is manufactured the 4th concrete triangle stake, so manufacture the concrete triangle stake of the rectangular pile distance in multiple intervals, when the concrete strength of the triangle stake on both sides reaches a timing, again in the distance between every two adjacent triangle stakes, manufacture a soil cement rectangular pile with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement at each rectangular pile two ends be fit to the protruding V-arrangement of the triangle stake at rectangular pile two ends, so form the piling wall that the mutual broken line snap close of soil cement rectangular pile between the stake of multiple concrete triangle and every two triangle stakes is connected, for gear soil, the antiseep of building foundation.
2. triangle stake according to claim 1 and rectangular pile snap close wall-forming device, is characterized in that: the recessed V-arrangement at the protruding V-arrangement at three angles of triangle stake and two ends, rectangular pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138649.9A CN105586956A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by locking triangular piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138649.9A CN105586956A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by locking triangular piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586956A true CN105586956A (en) | 2016-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138649.9A Withdrawn CN105586956A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by locking triangular piles and rectangular piles |
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| CN (1) | CN105586956A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting 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 |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
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| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
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| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105696592A (en) * | 2016-03-11 | 2016-06-22 | 李先湉 | Herringbone pile manufacturing device |
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| CN105735269A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105735270A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Herringbone pile manufacturing equipment |
| CN105735275A (en) * | 2016-03-11 | 2016-07-06 | 李先湉 | Lambdoidal pile manufacturing equipment |
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| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
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| JPS59199912A (en) * | 1983-04-26 | 1984-11-13 | Marui Sangyo Kk | Pile head treater for on-site pile |
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| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
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| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105735269A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105735270A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Herringbone pile manufacturing equipment |
| CN105672305A (en) * | 2016-03-13 | 2016-06-15 | 陈兆英 | Inserting equipment for triangular piles and rectangular piles |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting 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 |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
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Application publication date: 20160518 |