CN106149695A - Occlusion V-type rig - Google Patents
Occlusion V-type rig Download PDFInfo
- Publication number
- CN106149695A CN106149695A CN201610545036.7A CN201610545036A CN106149695A CN 106149695 A CN106149695 A CN 106149695A CN 201610545036 A CN201610545036 A CN 201610545036A CN 106149695 A CN106149695 A CN 106149695A
- Authority
- CN
- China
- Prior art keywords
- stake
- type
- prism
- fixed
- motor
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- 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
Abstract
A kind of occlusion V-type rig, including V-type rig and six prism rigs；Manufacture one, multiple intervals, six prism pilespacings from and the soil cement V-type stake of adjacent V-type stake back to front, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, again in the spacing between each two V-type stake, a concrete six prism stake is manufactured respectively according to the working method of above-mentioned six prism rigs with six prism rigs, < shape is fit to the corner angle of this six prisms stake left end to make V-type stake right-hand member recessed on each concrete six prism stake left side, < shape is fit to the corner angle of this six prisms stake right-hand member to make the V-type stake left end on the right of each concrete six prism stake recessed, the V-type piling wall that the concrete six prism stake being thusly-formed between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two is mutually twisted, gear soil for building basis, antiseep.
Description
Technical field
The present invention relates to a kind of agitation driller, the V-type stake used in a kind of building foundation engineering and six prism stakes
It is mutually twisted the occlusion V-type rig forming V-type piling wall.
Background technology
Soil-cement rig be by the multiple drill bit of power drive rotate, multiple drill bits in rotation process by under drill bit
The earth cutting in portion stirs into cement earth pile with cement mortar, at present, and the cement earth pile reinforced for geology in building foundation engineering
It is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of V-type stake be mutually twisted with six prism stakes formed V-type piling wall be engaged V-type rig.
The present invention is achieved through the following technical solutions:
A kind of V-type stake be mutually twisted with six prism stakes form V-type piling wall be engaged V-type rig, bore including V-type rig and six prisms
Machine.
V-type rig includes following structure: fixed motor five shell upper end, mobile jib lower end, the output shaft of motor five lower end
Being fixed with a drill bit one, mobile jib bottom left rear side is fixed with stull one, and the upper of vertical brace one is fixed in the left end bottom of stull one
Holding, the centre of motor one shell is fixed in the lower end of vertical brace one, and the front end output shaft of motor one is fixed with front round platform one, electricity
The rear end output shaft of motivation one is fixed with rear round platform one；Stull two it is fixed with, the right-hand member bottom of stull two on rear side of mobile jib lower right
Being fixed on the upper end of vertical brace two, the centre of motor two shell is fixed in the lower end of vertical brace two, the front end output shaft of motor two
Being fixed with front round platform two, the rear end output shaft of motor two is fixed with rear round platform two；Front round platform one and rear round platform synthesize 1 a pair
Individual cylinder with a tight waist, the surface of cylinder one with a tight waist is provided with multiple stirring knife；Synthesis one is girdled the waist by front round platform two and rear round platform two
Cylinder two, the surface of cylinder two with a tight waist is provided with multiple stirring knife.
Six prism rigs include following structure: the upper end of the lower end fixed motor six of drilling rod two, motor six lower end sets
Total dynamic case, the output shaft of total dynamic case lower end is had to be fixed with drill bit two；Behind the total dynamic left end of case, left back end, left front end, right-hand member, the right side
End, right front ends export a power transmission shaft respectively, and the outer end of each power transmission shaft is fixed a triangle respectively and stirred.
The present invention has a following feature:
The present invention can manufacture the concrete six prism stake between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two
The V-type piling wall being mutually twisted, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of V-type rig；
Fig. 2 is the rearview of V-type rig；
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the structural representation of six prism rigs；
Fig. 6 is the C C view of Fig. 5；
Fig. 7 is multiple cross-sectional views being connected pile body that V-type stake is mutually twisted formation with six prism stakes.
In figure: 1, mobile jib, 2, vertical brace one, 3, vertical brace two, 4, front round platform one, 5, front round platform two, 6, motor one, 7, electronic
Machine two, 8, stirring knife, 9, rear round platform one, 10, rear round platform two, 11, output shaft, 12, stull one, 13, stull two, 14, motor five,
15, drill bit one；31, drilling rod two, 32, motor six, 33, always move case, 34, drill bit two, 35, power transmission shaft, 36, triangle stirs.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes V-type rig and six prism rigs.
V-type rig includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Fixed motor 5 14 shell upper end, mobile jib 1 lower end, electricity
The output shaft of motivation five lower end is fixed with a drill bit 1, and mobile jib bottom left rear side is fixed with stull 1, a left side for stull one
The upper end of vertical brace 1 is fixed in end bottom, and the centre of motor 1 shell is fixed in the lower end of vertical brace one, before motor one
End output shaft 11 is fixed with front round platform 1, and the rear end output shaft 11 of motor one is fixed with rear round platform 1；After mobile jib lower right
Side is fixed with stull 2 13, and the upper end of vertical brace 23 is fixed in the right-hand member bottom of stull two, and motor is fixed in the lower end of vertical brace two
The centre of 27 shells, the front end output shaft 11 of motor two is fixed with front round platform 25, and the rear end output shaft of motor two is fixed
There is rear round platform 2 10；Front round platform one and rear round platform synthesize a cylinder one with a tight waist for a pair, and the surface of cylinder one with a tight waist is provided with many
Individual stirring knife 8；Front round platform two and rear round platform two are provided with multiple stirring to one cylinder two with a tight waist of synthesis, the surface of cylinder two with a tight waist
Cutter.
V-type rig is also equipped with grouting pump, the bottom of grouting pump halved tie oval post one, the bottom of cylinder two with a tight waist during work
And the other grout injection of drill bit one lower part, motor five drives drill bit one rotation of its lower end, motor one work when working
Drive front round platform one and rear round platform one rotating forward when making, when motor two works, drive front round platform two and rear round platform two reversion；Drill bit
The soil cutting of drill bit one lower end is stirred in rotation process by one with cement mortar, and cylinder one with a tight waist, cylinder two with a tight waist are rotating
Middle the soil cutting of its lower end and cement mortar are stirred；Left back end-grain cutting is cut in rotation and is stirred into recessed < shape, bundle by cylinder one with a tight waist
Right rear end cutting is stirred into recessed < shape in rotation by oval post two；Mobile jib formed during being pressed into downwards left back end with
And right rear end is respectively provided with recessed < the soil cement V-type stake of shape.
Six prism rigs include the structure in Fig. 5, Fig. 6；Concrete structure is as follows: the lower end fixed motor six of drilling rod 2 31
The upper end of 32, motor six lower end is provided with total dynamic case 33, and the output shaft of total dynamic case lower end is fixed with drill bit 2 34；A left side for total dynamic case
End, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 35 respectively, and the outer end of each power transmission shaft is respectively
Fix a triangle and stir 36.
The specific works mode of six prism rigs is as follows: during work, grouting pump irrigates water under high pressure, motor five to drill bit two
Drive the operating of total dynamic case, total dynamic case to drive drill bit two to rotate in operation process, drill bit two in rotary course by drill bit two times
The soil cutting of end；Total dynamic case drives left end, left back end, left front end, right-hand member, right rear end, right front ends in operation process respectively
Power transmission shaft drive a triangle to stir rotation respectively, six triangles stir the soil cutting in rotary course by six angles；Cutting
The soil body got off is blended in mud, and water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two had been pressed into
In journey, Formation cross-section is hexagonal hole, casting concrete in this hole, produces concrete six prism stake.
< < shape is coincide for shape and right rear end recessed for the corner angle of six prism stakes and the left back end of V-type stake recessed.
The working method that V-type rig and six prism rigs manufacture V-type piling wall is as follows: in the position needing pile, bore by V-type
Machine manufactures a soil cement V-type stake according to the working method of above-mentioned V-type rig, on the right side of this V-type stake, is spaced six prisms
The distance of stake manufactures the soil cement V-type stake of a back to front, right side of inverted V-type stake at this, is spaced six prism stakes
Distance manufacture a soil cement V-type stake, so manufacture one, multiple intervals, six prism pilespacings from and adjacent V-type stake before and after fall
The soil cement V-type stake put, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then between each two V-type stake
Spacing in, manufacture a concrete six prism stake with six prism rigs respectively according to the working method of above-mentioned six prism rigs,
< shape is fit to the corner angle of this six prisms stake left end, makes each mixed to make V-type stake right-hand member recessed on each concrete six prism stake left side
< shape is fit to the corner angle of this six prisms stake right-hand member, is thusly-formed multiple cement for V-type stake left end on the right of solidifying native six prism stakes recessed
The V-type piling wall that concrete six prism stake between the soil cement V-type stake that soil V-type stake is adjacent with each two is mutually twisted, is used for building
Build the gear soil on thing basis, antiseep.
Claims (2)
1. an occlusion V-type rig, including V-type rig and six prism rigs, it is characterised in that:
The concrete structure of described V-type rig includes: fixed motor five (14) shell upper end, mobile jib (1) lower end, motor five times
The output shaft of end is fixed with a drill bit one (15), and mobile jib bottom left rear side is fixed with stull one (12), under the left end of stull one
The upper end of vertical brace one (2) is fixed in portion, and the centre of motor one (6) shell is fixed in the lower end of vertical brace one, before motor one
End output shaft (11) is fixed with front round platform one (4), and the rear end output shaft (11) of motor one is fixed with rear round platform one (9)；Mobile jib
Being fixed with stull two (13) on rear side of lower right, the upper end of vertical brace two (3), the lower end of vertical brace two are fixed in the right-hand member bottom of stull two
Being fixed on the centre of motor two (7) shell, the front end output shaft (11) of motor two is fixed with front round platform two (5), motor
The rear end output shaft of two is fixed with rear round platform two (10)；Front round platform one and rear round platform synthesize a cylinder one with a tight waist for a pair, with a tight waist
The surface of cylinder one is provided with multiple stirring knife (8)；Front round platform two and rear round platform two are to one cylinder two with a tight waist of synthesis, cylinder with a tight waist
The surface of two is provided with multiple stirring knife；
The working method of described V-type rig is: the bottom of grouting pump halved tie oval post one during work, cylinder two with a tight waist bottom with
And the other grout injection of drill bit one lower part, motor five drives drill bit one rotation of its lower end when working, motor one works
Time drive front round platform one and rear round platform one to rotate forward, the front round platform two of driving and rear round platform two reversion when motor two works；Drill bit one
Being stirred with cement mortar by the soil cutting of drill bit one lower end in rotation process, cylinder one with a tight waist, cylinder two with a tight waist are in rotation
The soil cutting of its lower end is stirred with cement mortar；Cylinder one with a tight waist in rotation, left back end-grain cutting is cut stir into recessed < shape, with a tight waist
Right rear end cutting is stirred into recessed < shape in rotation by cylinder two；Mobile jib be pressed into downwards during formed a left back end and
Right rear end is respectively provided with recessed < the soil cement V-type stake of shape；
The concrete structure of described six prism rigs includes: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, motor six
Lower end is provided with total dynamic case 33, and the output shaft of total dynamic case lower end is fixed with drill bit 2 34；Total dynamic left end of case, left back end, left front end,
Right-hand member, right rear end, right front ends export a power transmission shaft 35 respectively, and the outer end of each power transmission shaft is fixed a triangle respectively and stirred 36；
The specific works mode of described six prism rigs is: during work, grouting pump irrigates water under high pressure to drill bit two, and motor five drives
Dynamic total dynamic case operating, total dynamic case drives drill bit two to rotate in operation process, drill bit two in rotary course by drill bit two lower end
Soil cutting；Total dynamic case drives left end, left back end, left front end, right-hand member, right rear end, right front ends in operation process respectively
Power transmission shaft drives a triangle to stir rotation respectively, and six triangles stir the soil cutting in rotary course by six angles；Under cutting
The soil body come is blended in mud, and water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two is being pressed into process
Middle Formation cross-section is hexagonal hole, casting concrete in this hole, produces concrete six prism stake；
Described V-type rig manufactures the working method of V-type piling wall with described six prism rigs: in the position needing pile, bore by V-type
Machine manufactures a soil cement V-type stake according to the working method of above-mentioned V-type rig, on the right side of this V-type stake, is spaced six prisms
The distance of stake manufactures the soil cement V-type stake of a back to front, right side of inverted V-type stake at this, is spaced six prism stakes
Distance manufacture a soil cement V-type stake, so manufacture one, multiple intervals, six prism pilespacings from and adjacent V-type stake before and after fall
The soil cement V-type stake put, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then between each two V-type stake
Spacing in, manufacture a concrete six prism stake with six prism rigs respectively according to the working method of above-mentioned six prism rigs,
< shape is fit to the corner angle of this six prisms stake left end, makes each mixed to make V-type stake right-hand member recessed on each concrete six prism stake left side
< shape is fit to the corner angle of this six prisms stake right-hand member, is thusly-formed multiple cement for V-type stake left end on the right of solidifying native six prism stakes recessed
The V-type piling wall that concrete six prism stake between the soil cement V-type stake that soil V-type stake is adjacent with each two is mutually twisted, is used for building
Build the gear soil on thing basis, antiseep.
Occlusion V-type stake stake machine the most according to claim 1, it is characterised in that: the corner angle of described six prism stakes and described V-type
< < shape is coincide for shape and right rear end recessed for the left back end of stake recessed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610545036.7A CN106149695A (en) | 2016-07-13 | 2016-07-13 | Occlusion V-type rig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610545036.7A CN106149695A (en) | 2016-07-13 | 2016-07-13 | Occlusion V-type rig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106149695A true CN106149695A (en) | 2016-11-23 |
Family
ID=58061496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610545036.7A Pending CN106149695A (en) | 2016-07-13 | 2016-07-13 | Occlusion V-type rig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106149695A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0161974A2 (en) * | 1984-05-07 | 1985-11-21 | Sondages Injections Forages "S.I.F." Entreprise Bachy | Method and apparatus for forming piles of soil stabilised and compacted in situ |
| CN105442546A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | V-shaped buckling equipment for L-shaped piles and rectangular piles |
| CN105586933A (en) * | 2016-02-28 | 2016-05-18 | 宗琪 | V-shaped opening locking device for diamond piles and rectangular piles |
| CN105649069A (en) * | 2016-03-10 | 2016-06-08 | 李会修 | V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles |
-
2016
- 2016-07-13 CN CN201610545036.7A patent/CN106149695A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0161974A2 (en) * | 1984-05-07 | 1985-11-21 | Sondages Injections Forages "S.I.F." Entreprise Bachy | Method and apparatus for forming piles of soil stabilised and compacted in situ |
| CN105442546A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | V-shaped buckling equipment for L-shaped piles and rectangular piles |
| CN105586933A (en) * | 2016-02-28 | 2016-05-18 | 宗琪 | V-shaped opening locking device for diamond piles and rectangular piles |
| CN105649069A (en) * | 2016-03-10 | 2016-06-08 | 李会修 | V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088046A (en) | Grafting combination V-type rig | |
| CN106088048A (en) | Convex-concave interlocking V-type rig | |
| CN106088057A (en) | Snap close V-type agitation driller | |
| CN106193004A (en) | Combination of outlets V-type rig | |
| CN106149695A (en) | Occlusion V-type rig | |
| CN106120749A (en) | Occlusion Y type rig | |
| CN106149691A (en) | Snap close V-type rig | |
| CN106149696A (en) | Interlocking V-type rig | |
| CN106088047A (en) | Sealed V-type rig | |
| CN106193007A (en) | Grafting V-type rig | |
| CN106193009A (en) | Convex-concave seaming V-type rig | |
| CN106088049A (en) | Convex-concave snap close V-type rig | |
| CN106149692A (en) | Plug together Y type rig | |
| CN106193008A (en) | Sealed Y type rig | |
| CN106193003A (en) | Snap-in combination V-type rig | |
| CN106088044A (en) | Concavo-convex interlocking V-type rig | |
| CN106120747A (en) | Socket Y type rig | |
| CN106149697A (en) | Convex-concave sealed V-type rig | |
| CN106149693A (en) | Snap-in Y type rig | |
| CN106149689A (en) | Concave-convex clutch V-type rig | |
| CN106120754A (en) | Convex-concave plugs together V-type rig | |
| CN106120752A (en) | Grafting Y type rig | |
| CN106120750A (en) | Interlocking Y type rig | |
| CN106065604A (en) | Snapping V-type agitation driller | |
| CN106120751A (en) | Snap close Y type rig |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20161123 |
|
| RJ01 | Rejection of invention patent application after publication |