CN105586933A - V-shaped opening locking device for diamond piles and rectangular piles - Google Patents
V-shaped opening locking device for diamond piles and rectangular piles Download PDFInfo
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- CN105586933A CN105586933A CN201610107032.0A CN201610107032A CN105586933A CN 105586933 A CN105586933 A CN 105586933A CN 201610107032 A CN201610107032 A CN 201610107032A CN 105586933 A CN105586933 A CN 105586933A
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- pile
- rectangular
- driving
- driving box
- fixed
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- 229910003460 diamond Inorganic materials 0.000 title claims abstract description 16
- 239000010432 diamond Substances 0.000 title claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 41
- 238000000034 method Methods 0.000 claims description 21
- 239000004568 cement Substances 0.000 claims description 20
- 238000005553 drilling Methods 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 14
- 238000004519 manufacturing process Methods 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000009183 running Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 238000003754 machining Methods 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- 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 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
-
- 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
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- 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)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A V-shaped opening locking device for diamond piles and rectangular piles comprises a rectangular pile forming machine and a diamond pile forming machine. The multiple cemented soil rectangular piles arranged at the interval of one diamond pile are manufactured. When the strength of the cemented soil of the rectangular piles on the two sides reaches a certain degree, a concrete diamond pile is manufactured between every two adjacent rectangular piles through the diamond pile forming machine according to the work manner of the diamond pile forming machine, a convex V shape at the left end of the concrete diamond pile between every two adjacent cemented soil rectangular piles coincides with a concave V shape at the right end of the corresponding rectangular pile on the left side, and a convex V shape at the right end of the concrete diamond pile between every two adjacent cemented soil rectangular piles coincides with a concave V shape at the left end of the corresponding cemented soil rectangular pile on the right side, and accordingly a pile wall formed through mutual opening locking of the multiple cemented soil rectangular piles and the concrete diamond pile between every two adjacent rectangular piles is formed and used for soil blocking and seepage preventing of a building foundation.
Description
Technical field
The present invention relates to the rhombus stake and the rectangular pile V-arrangement lock catch device that in a kind of pile body manufacturing installation, particularly a kind of foundation engineering, use.
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, in building foundation engineering, be all to form by multiple soil cement cylinder overlap joints for keeping off the cement-soil pile of soil, antiseepage.
Summary of the invention
The present invention has made up above shortcoming, and a kind of rhombus stake and the rectangular pile V-arrangement lock catch device that can manufacture rectangular pile and the mutual V-arrangement fore shaft of rhombus stake is provided.
The present invention is achieved through the following technical solutions:
A kind of rhombus stake and rectangular pile V-arrangement lock catch device, comprise rectangular pile pile-formation machine and rhombus 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, driving box 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 driving box one, creeps into bar bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one, and the lower end of each drilling rod one is respectively equipped with a drill bit one; Between driving box three and driving box one, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter; A driving shaft two is exported respectively in the right back of driving box 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 driving box one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife one.
Rhombus 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 back, left front, right back, right front export respectively a power transmission shaft, a triangular knife two is fixed respectively in the outer end of each power transmission shaft.
The present invention has following feature:
The present invention can manufacture the piling wall of the mutual V-arrangement fore shaft of concrete rhombus stake between multiple soil cement rectangular piles and every two rectangular piles, 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 rhombus 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 rectangular pile and the mutual fore shaft of rhombus stake.
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, driving shaft one, 9, stir cutter, 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, power transmission 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 rhombus 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, driving box 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 driving box 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driving box 25; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 1, and the lower end of each drilling rod one is respectively equipped with a drill bit 1; Between driving box three and driving box one, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter 9; A driving shaft 2 14 is exported respectively in the right back of driving box 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 driving box 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 driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box 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 driving box one is relative to synchronously rotating; Driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and 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 drives on each driving shaft one to stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one 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.
Rhombus 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 back, left front, right back, right front export respectively a power transmission shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each power transmission shaft.
The specific works mode of rhombus 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 power transmission shaft of left back, left front, right back, right front to drive respectively triangular knife two rotations in operation process, four triangular knifes two in rotary course by the soil cutting at four angles; The soil body machining away is mixed in mud, and mud flows out from diamond hole, and drilling rod two forms diamond hole in the process of compressing into, casting concrete, the stake of formation concrete rhombus in this diamond hole.
The recessed V-arrangement at the protruding V-arrangement of rhombus stake and two ends, rectangular pile left and right coincide.
Rectangular pile pile-formation machine and rhombus stake pile-formation machine associated working process are as follows: first in the original position that needs pile axis, manufacture a soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, manufacture again second soil cement rectangular pile in the right side of this rectangular pile, the distance of the rhombus stake in interval, so manufacture one, multiple intervals rhombus pilespacing from multiple soil cement rectangular piles, when the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the spacing between every two rectangular piles, manufacture the stake of a concrete rhombus according to the working method of above-mentioned rhombus stake pile-formation machine with rhombus stake pile-formation machine, make the protruding V-arrangement of the concrete rhombus stake left end between every two soil cement rectangular piles be fit to the recessed V-arrangement of left side rectangular pile right-hand member, the protruding V-arrangement of concrete rhombus stake right-hand member is fit to the recessed V-arrangement of the right soil cement rectangular pile left end, so form the piling wall of the mutual fore shaft of concrete rhombus stake between multiple soil cement rectangular piles and every two rectangular piles, for the gear soil of building foundation, antiseep.
Claims (2)
1. rhombus stake and a rectangular pile V-arrangement lock catch device, comprises rectangular pile pile-formation machine and rhombus 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, driving box 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 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); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one (12), and the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Between driving box three and driving box one, be respectively equipped with a driving shaft one (8) between driving box three and driving box two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter (9); A driving shaft two (14) is exported respectively in the right back of driving box 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 driving box 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 driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box 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 driving box one is relative to synchronously rotating; Driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and 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 drives on each driving shaft one to stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one 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 rhombus stake pile-formation machine comprises: 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 back, left front, right back, right front export respectively a power transmission shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each power transmission shaft;
The specific works mode of rhombus stake pile-formation machine is: 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 power transmission shaft of left back, left front, right back, right front to drive respectively triangular knife two rotations in operation process, four triangular knifes two in rotary course by the soil cutting at four angles; The soil body machining away is mixed in mud, and mud flows out from diamond hole, and drilling rod two forms diamond hole in the process of compressing into, casting concrete, the stake of formation concrete rhombus in this diamond hole;
Rectangular pile pile-formation machine and rhombus stake pile-formation machine associated working process: first in the original position that needs pile axis, manufacture a soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, manufacture again second soil cement rectangular pile in the right side of this rectangular pile, the distance of the rhombus stake in interval, so manufacture one, multiple intervals rhombus pilespacing from multiple soil cement rectangular piles, when the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the spacing between every two rectangular piles, manufacture the stake of a concrete rhombus according to the working method of above-mentioned rhombus stake pile-formation machine with rhombus stake pile-formation machine, make the protruding V-arrangement of the concrete rhombus stake left end between every two soil cement rectangular piles be fit to the recessed V-arrangement of left side rectangular pile right-hand member, the protruding V-arrangement of concrete rhombus stake right-hand member is fit to the recessed V-arrangement of the right soil cement rectangular pile left end, so form the piling wall of the mutual fore shaft of concrete rhombus stake between multiple soil cement rectangular piles and every two rectangular piles, for the gear soil of building foundation, antiseep.
2. rhombus stake according to claim 1 and rectangular pile V-arrangement lock catch device, is characterized in that: the recessed V-arrangement at the protruding V-arrangement of rhombus stake and two ends, rectangular pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610107032.0A CN105586933A (en) | 2016-02-28 | 2016-02-28 | V-shaped opening locking device for diamond piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610107032.0A CN105586933A (en) | 2016-02-28 | 2016-02-28 | V-shaped opening locking device for diamond piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586933A true CN105586933A (en) | 2016-05-18 |
Family
ID=55926818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610107032.0A Withdrawn CN105586933A (en) | 2016-02-28 | 2016-02-28 | V-shaped opening locking device for diamond piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105586933A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696571A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | V-shaped inserting-connecting device for rhombic piles and rectangular piles |
| CN105696572A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | V-shaped inserting-buckling device for rhombic piles and rectangular piles |
| CN106149695A (en) * | 2016-07-13 | 2016-11-23 | 于洋 | Occlusion V-type rig |
-
2016
- 2016-02-28 CN CN201610107032.0A patent/CN105586933A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696571A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | V-shaped inserting-connecting device for rhombic piles and rectangular piles |
| CN105696572A (en) * | 2016-02-28 | 2016-06-22 | 宗琪 | V-shaped inserting-buckling device for rhombic piles and rectangular piles |
| CN106149695A (en) * | 2016-07-13 | 2016-11-23 | 于洋 | Occlusion V-type rig |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160518 |