CN106065604A - Snapping V-type agitation driller - Google Patents
Snapping V-type agitation driller Download PDFInfo
- Publication number
- CN106065604A CN106065604A CN201610568672.1A CN201610568672A CN106065604A CN 106065604 A CN106065604 A CN 106065604A CN 201610568672 A CN201610568672 A CN 201610568672A CN 106065604 A CN106065604 A CN 106065604A
- Authority
- CN
- China
- Prior art keywords
- stake
- type
- pentagonal prism
- agitation driller
- fixed
- 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.)
- Withdrawn
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
- 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
- E21B4/04—Electric drives
-
- 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
Abstract
A kind of snapping V-type agitation driller, including V-type agitation driller and pentagonal prism agitation driller;Manufacture one, multiple intervals pentagonal prism pilespacing from soil cement V-type stake, in spacing between each two V-type stake, a concrete pentagonal prism stake is manufactured respectively according to the working method of above-mentioned pentagonal prism agitation driller with pentagonal prism agitation driller, make recessed convex ") of this left front end of pentagonal prism stake " (" shape be fit to " shape of the V-type stake right rear end on each concrete pentagonal prism stake left side, make recessed convex ") of this pentagonal prism stake right front ends " (" shape be fit to " shape of the left back end of V-type stake on the right of each concrete pentagonal prism stake, the V-type piling wall of the concrete mutual snapping of pentagonal prism stake being thusly-formed between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two, 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 pentagonal prism stake
Mutually snapping forms the snapping V-type agitation driller of 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 the snapping V-type agitation driller of a kind of V-type stake and pentagonal prism stake mutual snapping formation V-type piling wall.
The present invention is achieved through the following technical solutions:
A kind of V-type stake and the mutual snapping of pentagonal prism stake form the snapping V-type agitation driller of V-type piling wall, including V-type agitation driller and
Pentagonal prism agitation driller.
V-type agitation driller includes following structure: fixed motor five shell upper end, mobile jib lower end, motor five lower end defeated
Shaft is fixed with a drill bit one, and mobile jib bottom left rear side is fixed with stull one, and vertical brace one is fixed in the left end bottom of stull one
Upper end, the lower end of vertical brace one is fixed on the centre of motor one shell, and the front end output shaft of motor one is fixed with front round platform
One, the rear end output shaft of motor one is fixed with rear round platform one;Stull two, the right-hand member of stull two it is fixed with on rear side of mobile jib lower right
The upper end of vertical brace two is fixed in bottom, and the centre of motor two shell is fixed in the lower end of vertical brace two, and the front end of motor two is defeated
Shaft is fixed with front round platform two, and the rear end output shaft of motor two is fixed with rear round platform two;Front round platform one and rear round platform one are involutory
Becoming a cylinder one with a tight waist, the surface of cylinder one with a tight waist is provided with multiple stirring knife;Front round platform two and rear round platform two are to synthesis one
Cylinder two with a tight waist, the surface of cylinder two with a tight waist is provided with multiple stirring knife.
Pentagonal prism agitation driller includes following structure: the upper end of the lower end fixed motor six of drilling rod two, motor six times
End is provided with total dynamic case, and the output shaft of total dynamic case lower end is fixed with drill bit two;Behind the total dynamic rear end of case, left back end, left front end, the right side
End, right front ends export a power transmission shaft respectively, and the outer end of each power transmission shaft fixes a triangle rotor respectively.
The present invention has a following feature:
The present invention can manufacture the concrete pentagonal prism stake between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two
The mutually V-type piling wall of snapping, 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 agitation driller;
Fig. 2 is the rearview of V-type agitation driller;
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 pentagonal prism agitation driller;
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 snapping mutual with pentagonal prism stake is formed.
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 rotor.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes V-type agitation driller and pentagonal prism agitation driller.
V-type agitation driller includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4;On fixed motor 5 14 shell of mobile jib 1 lower end
End, the output shaft of motor five lower end is fixed with a drill bit 1, and mobile jib bottom left rear side is fixed with stull 1, stull one
Left end bottom be fixed on the upper end of vertical brace 1, the centre of motor 1 shell, motor one are fixed in the lower end of vertical brace one
Front end output shaft 11 be fixed with front round platform 1, the rear end output shaft 11 of motor one is fixed with rear round platform 1;Mobile jib bottom
Right lateral 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 electricity is fixed in the lower end of vertical brace two
The centre of motivation 27 shell, the front end output shaft 11 of motor two is fixed with front round platform 25, the rear end output shaft of motor two
It is fixed with 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 installed
There is multiple stirring knife 8;Front round platform two and rear round platform two are to one cylinder two with a tight waist of synthesis, and the surface of cylinder two with a tight waist is provided with multiple
Stirring knife.
V-type agitation driller is also equipped with grouting pump, the bottom of grouting pump halved tie oval post one, cylinder two of girdling the waist during work
Bottom and the other grout injection of drill bit one lower part, motor five drives drill bit one rotation of its lower end, motor when working
Drive front round platform one and rear round platform one to rotate forward during one work, when motor two works, drive front round platform two and rear round platform two reversion;
The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, and cylinder one with a tight waist, cylinder two with a tight waist exist
The soil cutting of its lower end is stirred by rotation with cement mortar;Cylinder one with a tight waist in rotation, left back end-grain cutting is cut stir into recessed
" (" shape, right rear end cutting is stirred into recessed " (" shape in rotation by cylinder two with a tight waist;Mobile jib forms one during being pressed into downwards
Individual left back end and right rear end are respectively provided with recessed " the soil cement V-type stake of (" shape.
Pentagonal prism agitation driller includes the structure in Fig. 5, Fig. 6;Concrete structure is as follows: the lower end of drilling rod 2 31 is fixed electronic
The upper end of machine 6 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;Total dynamic case
Left end, left back end, left front end, right-hand member, right rear end, right front ends export a power transmission shaft 35, the outer end of each power transmission shaft respectively
Fix a triangle rotor 36 respectively.
The specific works mode of pentagonal prism agitation driller is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, electronic
Machine five drives 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
The soil cutting of two lower ends;Total dynamic case drives rear end, left back end, left front end, right rear end, right front ends in operation process respectively
Power transmission shaft drives triangle rotor to rotate respectively, five triangle rotors in rotary course by the soil cutting at five angles;Cut
The soil body chipped away is blended in mud, and water under high pressure is continuously added, and mud constantly flows out to outside hole from hole, and drilling rod two is being pressed into
During Formation cross-section be pentagonal hole, casting concrete in this hole, produce concrete pentagonal prism stake.
Convex ") of pentagonal prism stake " " " (" shape is coincide for (" shape and right rear end recessed for shape and the left back end of V-type stake recessed.
The working method that V-type agitation driller manufactures snapping V-type piling wall with pentagonal prism agitation driller is as follows: needing pile
Position, manufactures a soil cement V-type stake, in this V-type stake with V-type agitation driller according to the working method of above-mentioned V-type agitation driller
Right side, the distance of one the pentagonal prism stake in interval manufactures another soil cement V-type stake, and such word order manufactures multiple intervals one
Individual pentagonal prism pilespacing from soil cement V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then often
In spacing between two V-type stakes, make respectively according to the working method of above-mentioned pentagonal prism agitation driller with pentagonal prism agitation driller
Make a concrete pentagonal prism stake, make each concrete pentagonal prism stake left side V-type stake right rear end recessed " (" shape be fit to this five
Convex ") of the left front end of prism stake " shape, " (" shape is fit to this to make the left back end of V-type stake on the right of each concrete pentagonal prism stake recessed
Convex ") of pentagonal prism stake right front ends " shape, it is thusly-formed between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two
The V-type piling wall of the concrete mutual snapping of pentagonal prism stake, for gear soil, the antiseep on building basis.
Claims (2)
1. a snapping V-type agitation driller, including V-type agitation driller and pentagonal prism agitation driller, it is characterised in that:
The concrete structure of described V-type agitation driller includes: fixed motor five (14) shell upper end, mobile jib (1) lower end, motor
The output shaft of five lower ends is fixed with a drill bit one (15), and mobile jib bottom left rear side is fixed with stull one (12), a left side for stull one
The upper end of vertical brace one (2) is fixed in end bottom, and the centre of motor one (6) shell, motor one are fixed in the lower end of vertical brace one
Front end output shaft (11) be fixed with front round platform one (4), the rear end output shaft (11) of motor one is fixed with rear round platform one (9);
Being fixed with stull two (13) on rear side of mobile jib lower right, the upper end of vertical brace two (3) is fixed in the right-hand member bottom of stull two, vertical brace two
The centre of motor two (7) shell is fixed in lower end, and the front end output shaft (11) of motor two is fixed with front round platform two (5), electricity
The rear end output shaft of motivation 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,
The surface of cylinder one with a tight waist 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, with a tight waist
The surface of cylinder two is provided with multiple stirring knife;
The working method of described V-type agitation driller is: the bottom of grouting pump halved tie oval post one, cylinder with a tight waist two times during work
Portion and the other grout injection of drill bit one lower part, motor five drives drill bit one rotation of its lower end, motor one when working
Drive front round platform one and rear round platform one to rotate forward during work, when motor two works, drive front round platform two and rear round platform two reversion;Bore
First the soil cutting of drill bit one lower end and cement mortar being stirred in rotation process, cylinder one with a tight waist, cylinder two with a tight waist are turning
The soil cutting of its lower end is stirred by disorder of internal organs with cement mortar;Left back end-grain cutting is cut in rotation and is stirred into recessed " (" by cylinder one with a tight waist
Shape, right rear end cutting is stirred into recessed " (" shape in rotation by cylinder two with a tight waist;Mobile jib forms a left side during being pressed into downwards
Rear end and right rear end are respectively provided with recessed " the soil cement V-type stake of (" shape;
The concrete structure of described pentagonal prism agitation driller includes: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, electronic
Machine 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;The total dynamic left end of case, left back end, a left side
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 fixes a triangle respectively
Rotor 36;
The specific works mode of described pentagonal prism agitation driller: 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 rear end, left back end, left front end, right rear end, the transmission of right front ends in operation process respectively
Axle drives triangle rotor to rotate respectively, five triangle rotors in rotary course by the soil cutting at five angles;Under cutting
The soil body come is blended in mud, and water under high pressure is continuously added, and mud constantly flows out to outside hole from hole, and drilling rod two is being pressed into process
Middle Formation cross-section is pentagonal hole, casting concrete in this hole, produces concrete pentagonal prism stake;
Described V-type agitation driller manufactures the working method of snapping V-type piling wall with described pentagonal prism agitation driller: needing pile
Position, manufactures a soil cement V-type stake, in this V-type stake with V-type agitation driller according to the working method of above-mentioned V-type agitation driller
Right side, the distance of one the pentagonal prism stake in interval manufactures another soil cement V-type stake, and such word order manufactures multiple intervals one
Individual pentagonal prism pilespacing from soil cement V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then often
In spacing between two V-type stakes, make respectively according to the working method of above-mentioned pentagonal prism agitation driller with pentagonal prism agitation driller
Make a concrete pentagonal prism stake, make each concrete pentagonal prism stake left side V-type stake right rear end recessed " (" shape be fit to this five
Convex ") of the left front end of prism stake " shape, " (" shape is fit to this to make the left back end of V-type stake on the right of each concrete pentagonal prism stake recessed
Convex ") of pentagonal prism stake right front ends " shape, it is thusly-formed between the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two
The V-type piling wall of the concrete mutual snapping of pentagonal prism stake, for gear soil, the antiseep on building basis.
Snapping V-type agitation driller the most according to claim 1, it is characterised in that: convex ") of described pentagonal prism stake " shape and V
" " (" shape is coincide for (" shape and right rear end recessed for the left back end of type stake recessed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610568672.1A CN106065604A (en) | 2016-07-20 | 2016-07-20 | Snapping V-type agitation driller |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610568672.1A CN106065604A (en) | 2016-07-20 | 2016-07-20 | Snapping V-type agitation driller |
Publications (1)
Publication Number | Publication Date |
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CN106065604A true CN106065604A (en) | 2016-11-02 |
Family
ID=57206636
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610568672.1A Withdrawn CN106065604A (en) | 2016-07-20 | 2016-07-20 | Snapping V-type agitation driller |
Country Status (1)
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CN (1) | CN106065604A (en) |
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2016
- 2016-07-20 CN CN201610568672.1A patent/CN106065604A/en not_active Withdrawn
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Application publication date: 20161102 |