CN106013084A - Y-shaped concave-convex splicing drilling machine - Google Patents
Y-shaped concave-convex splicing drilling machine Download PDFInfo
- Publication number
- CN106013084A CN106013084A CN201610568652.4A CN201610568652A CN106013084A CN 106013084 A CN106013084 A CN 106013084A CN 201610568652 A CN201610568652 A CN 201610568652A CN 106013084 A CN106013084 A CN 106013084A
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- motor
- fixed
- round platform
- stake
- type
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- 238000005553 drilling Methods 0.000 title claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 49
- 239000002689 soil Substances 0.000 claims abstract description 42
- 238000013019 agitation Methods 0.000 claims description 39
- 238000000034 method Methods 0.000 claims description 14
- 238000003756 stirring Methods 0.000 claims description 13
- 230000005540 biological transmission Effects 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 239000011083 cement mortar Substances 0.000 claims description 7
- 238000003786 synthesis reaction Methods 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
-
- 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
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- 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)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A Y-shaped concave-convex splicing drilling machine comprises a Y-shaped mixing drilling machine and a hexagonal prism mixing drilling machine. A plurality of Y-shaped cement piles are manufactured. One Y-shaped cement pile is a hexagonal prism pile from one adjacent Y-shaped cement pile. Hexagonal prism cement piles are respectively manufactured in the intervals between every two adjacent Y-shaped cement piles by the hexagonal prism mixing drilling machine according to the operating mode of the hexagonal prism mixing drilling machine. Concave C-shaped parts at the right-rear ends of the Y-shaped cement piles on the left of the hexagonal prism cement piles are respectively meshed with convex C-shaped parts at the left ends of the hexagonal prism cement piles, and concave C-shaped parts at the left-rear ends of the Y-shaped cement piles on the right of the hexagonal prism cement piles are respectively meshed with convex C-shaped parts at the right ends of the hexagonal prism cement piles, and thus, Y-shaped pile walls are formed in such a way that a plurality of Y-shaped cement piles and the hexagonal prism cement piles between every two adjacent Y-shaped cement piles are spliced mutually. The Y-shaped concave-convex splicing drilling machine is used for blocking soil and preventing leakage of building foundations.
Description
Technical field
The present invention relates to a kind of agitation driller, the Y type stake used in a kind of building foundation engineering and six prism stakes are mutually inserted the concavo-convex grafting Y type agitation driller forming Y type piling wall.
Background technology
Soil-cement rig is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, the cement earth pile reinforced for geology in building foundation engineering is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of Y type stake and be mutually inserted the concavo-convex grafting Y type agitation driller forming Y type piling wall with six prism stakes.
The present invention is achieved through the following technical solutions:
A kind of Y type stake and six prism stakes are mutually inserted the concavo-convex grafting Y type agitation driller forming Y type piling wall, including Y type agitation driller and six prism agitation drillers.
Y type agitation driller includes following structure: fixed motor five shell upper end, mobile jib lower end, the output shaft of motor five lower end is fixed with a drill bit one, mobile jib bottom left rear side is fixed with stull one, the upper end of vertical brace one is fixed in the left end bottom of stull one, the centre of motor one shell is fixed in the lower end of vertical brace one, the front end output shaft of motor one is fixed with front round platform one, and the rear end output shaft of motor one is fixed with rear round platform one;Stull two it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace two is fixed in the right-hand member bottom of stull two, the centre of motor two shell is fixed in the lower end of vertical brace two, and the front end output shaft of motor two is fixed with front round platform two, and the rear end output shaft of motor two is fixed with rear round platform two;Mobile jib lower front side is fixed with stull four, the front lower portion of stull four is fixed on the upper end of vertical brace four, the centre of motor four shell is fixed in the lower end of vertical brace four, and the left end output shaft of motor four is fixed with left round platform four, and the right-hand member output shaft of motor four is fixed with right round platform four;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 multiple stirring knife;Front round platform two and rear round platform two are provided with multiple stirring knife to one cylinder two with a tight waist of synthesis, the surface of cylinder two with a tight waist;Left round platform four and right round platform four are provided with multiple stirring knife to one cylinder four with a tight waist of synthesis, the surface of cylinder four with a tight waist.
Six prism agitation drillers include following structure: the upper end of the lower end fixed motor six of drilling rod two, motor six lower end is provided with total dynamic case, and the output shaft of total dynamic case lower end is fixed with drill bit two;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 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 Y type piling wall that the soil cement six prism stake between the soil cement Y type stake that multiple soil cement Y type stake is adjacent with each two is mutually inserted, 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 left front view of Y type agitation driller;
Fig. 2 is the right front view of Y type agitation driller;
Fig. 3 is the rearview of Y type agitation driller;
Fig. 4 is the A A view of Fig. 1;
Fig. 5 is the B B view of Fig. 1;
Fig. 6 is the structural representation of six prism agitation drillers;
Fig. 7 is the C C view of Fig. 6;
Fig. 8 is multiple cross-sectional views being connected pile body that Y type stake is mutually inserted 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, motor 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, 17, stull four, 19, vertical brace four, 21, left round platform four, 23, motor four, 25, right round platform four;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 Y type agitation driller and six prism agitation drillers.
Y type agitation driller includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5;Fixed motor 5 14 shell upper end, mobile jib 1 lower end, the output shaft of motor five lower end is fixed with a drill bit 1, mobile jib bottom left rear side is fixed with stull 1, the upper end of vertical brace 1 is fixed in the left end bottom of stull one, the centre of motor 1 shell is fixed in the lower end of vertical brace one, the front end output shaft 11 of motor one is fixed with front round platform 1, and the rear end output shaft 11 of motor one is fixed with rear round platform 1;Stull 2 13 it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace 23 is fixed in the right-hand member bottom of stull two, the centre of motor 27 shell is fixed in the lower end of vertical brace two, and 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 with rear round platform 2 10;Mobile jib lower front side is fixed with stull 4 17, the front lower portion of stull four is fixed on the upper end of vertical brace 4 19, the centre of motor 4 23 shell is fixed in the lower end of vertical brace four, the left end output shaft 11 of motor four is fixed with left round platform 4 21, and the right-hand member output shaft 11 of motor four is fixed with right round platform 4 25;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 multiple stirring knife 8;Front round platform two and rear round platform two are provided with multiple stirring knife to one cylinder two with a tight waist of synthesis, the surface of cylinder two with a tight waist;Left round platform four and right round platform four are provided with multiple stirring knife 8 to one cylinder four with a tight waist of synthesis, the surface of cylinder four with a tight waist.
Y type agitation driller 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, the bottom of cylinder four with a tight waist and drill bit one lower part other grout injection during work, motor five drives drill bit one rotation of its lower end when working, drive front round platform one and rear round platform one rotating forward when motor one works, when motor two works, drive front round platform two and rear round platform two reversion;Motor four drives left round platform four and right round platform four reversion when working;The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, and the soil cutting of its lower end is stirred in rotation by cylinder one with a tight waist, cylinder two with a tight waist, cylinder four with a tight waist with cement mortar;Cylinder one with a tight waist in rotation, left back end-grain cutting is cut stir into recessed "〔" shape, cylinder two with a tight waist in rotation, right rear end cutting is stirred into recessed "〔" shape shape;Cylinder four with a tight waist in rotation, front end cutting is stirred into recessed "〔" shape;Mobile jib formed during being pressed into downwards left back end, right rear end and front end be respectively provided with recessed "〔" the soil cement Y type stake of shape.
Six prism agitation drillers include the structure in Fig. 6, Fig. 7;Concrete structure is as follows: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, and 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 fixes a triangle rotor 36 respectively.
The specific works mode of six prism agitation drillers is as follows: during work, grouting pump is to drill bit two grout injection, motor five drives total dynamic case operating, total dynamic case drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred in rotary course by drill bit two with cement mortar;Total dynamic case drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive a triangle rotor to rotate respectively in operation process respectively, six triangle rotors in rotary course by soil cutting and the Soil-cement at six angles;Drilling rod two forms soil cement six prism stake during being pressed into.
Six prism stakes convex "〔" shape and the Y left back end of type stake recessed "〔" shape and right rear end recessed "〔" shape coincide.
The working method that Y type agitation driller and six prism agitation drillers manufacture Y type piling wall is as follows: in the position needing pile, a soil cement Y type stake is manufactured according to the working method of above-mentioned Y type agitation driller with Y type agitation driller, right side in this Y type stake, the distance being spaced six prism stakes manufactures the Y type stake of another soil cement, so word order manufacture one, multiple intervals, six prism pilespacings from soil cement Y type stake, when the soil cement intensity of the soil cement Y type stake on both sides reaches a timing, again in the spacing between the type stake of each two Y, a soil cement six prism stake is manufactured respectively according to the working method of above-mentioned six prism agitation drillers with six prism agitation drillers, make each soil cement six prism stake left side Y type stake right rear end recessed "〔" shape be fit to this six prisms stake left end convex "〔" shape, make the Y left back end of type stake on the right of each soil cement six prism stake recessed "〔" shape be fit to this six prisms stake right-hand member convex "〔" shape, the Y type piling wall that the soil cement six prism stake being thusly-formed between the soil cement Y type stake that multiple soil cement Y type stake is adjacent with each two is mutually inserted, for gear soil, the antiseep on building basis.
Claims (2)
1. a concavo-convex grafting Y type agitation driller, including Y type agitation driller and six prism agitation drillers, it is characterised in that:
The concrete structure of described Y type agitation driller includes: fixed motor five (14) shell upper end, mobile jib (1) lower end, the output shaft of motor five lower end is fixed with a drill bit one (15), mobile jib bottom left rear side is fixed with stull one (12), the upper end of vertical brace one (2) is fixed in the left end bottom of stull one, the centre of motor one (6) shell is fixed in the lower end of vertical brace one, the front end output shaft (11) of motor one 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);Stull two (13) it is fixed with 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, the centre of motor two (7) shell is fixed in the lower end of vertical brace two, the front end output shaft (11) of motor two is fixed with front round platform two (5), and the rear end output shaft of motor two is fixed with rear round platform two (10);Mobile jib lower front side is fixed with stull four (17), the front lower portion of stull four is fixed on the upper end of vertical brace four (19), the centre of motor four (23) shell is fixed in the lower end of vertical brace four, the left end output shaft (11) of motor four is fixed with left round platform four (21), and the right-hand member output shaft (11) of motor four is fixed with right round platform four (25);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 multiple stirring knife (8);Front round platform two and rear round platform two are provided with multiple stirring knife to one cylinder two with a tight waist of synthesis, the surface of cylinder two with a tight waist;Left round platform four and right round platform four are provided with multiple stirring knife (8) to one cylinder four with a tight waist of synthesis, the surface of cylinder four with a tight waist;
The working method of described Y type agitation driller is: the bottom of grouting pump halved tie oval post one, the bottom of cylinder two with a tight waist, the bottom of cylinder four with a tight waist and drill bit one lower part other grout injection during work, motor five drives drill bit one rotation of its lower end when working, drive front round platform one and rear round platform one rotating forward when motor one works, when motor two works, drive front round platform two and rear round platform two reversion;Motor four drives left round platform four and right round platform four reversion when working;The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, and the soil cutting of its lower end is stirred in rotation by cylinder one with a tight waist, cylinder two with a tight waist, cylinder four with a tight waist with cement mortar;Cylinder one with a tight waist in rotation, left back end-grain cutting is cut stir into recessed "〔" shape, cylinder two with a tight waist in rotation, right rear end cutting is stirred into recessed "〔" shape shape;Cylinder four with a tight waist in rotation, front end cutting is stirred into recessed "〔" shape;Mobile jib formed during being pressed into downwards left back end, right rear end and front end be respectively provided with recessed "〔" the soil cement Y type stake of shape;
The concrete structure of described six prism agitation drillers includes: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, and 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 fixes a triangle rotor 36 respectively;
The specific works mode of described six prism agitation drillers is: during work, grouting pump is to drill bit two grout injection, motor five drives total dynamic case operating, total dynamic case drives drill bit two to rotate in operation process, and the soil cutting of drill bit two lower end is stirred in rotary course by drill bit two with cement mortar;Total dynamic case drives left end, left back end, left front end, right-hand member, right rear end, the power transmission shaft of right front ends to drive a triangle rotor to rotate respectively in operation process respectively, six triangle rotors in rotary course by soil cutting and the Soil-cement at six angles;Drilling rod two forms soil cement six prism stake during being pressed into;
Described Y type agitation driller manufactures the working method of Y type piling wall with described six prism agitation drillers: in the position needing pile, a soil cement Y type stake is manufactured according to the working method of above-mentioned Y type agitation driller with Y type agitation driller, right side in this Y type stake, the distance being spaced six prism stakes manufactures the Y type stake of another soil cement, so word order manufacture one, multiple intervals, six prism pilespacings from soil cement Y type stake, when the soil cement intensity of the soil cement Y type stake on both sides reaches a timing, again in the spacing between the type stake of each two Y, a soil cement six prism stake is manufactured respectively according to the working method of above-mentioned six prism agitation drillers with six prism agitation drillers, make each soil cement six prism stake left side Y type stake right rear end recessed "〔" shape be fit to this six prisms stake left end convex "〔" shape, make the Y left back end of type stake on the right of each soil cement six prism stake recessed "〔" shape be fit to this six prisms stake right-hand member convex "〔" shape, the Y type piling wall that the soil cement six prism stake being thusly-formed between the soil cement Y type stake that multiple soil cement Y type stake is adjacent with each two is mutually inserted, for gear soil, the antiseep on building basis.
Concavo-convex grafting Y type agitation driller the most according to claim 1, it is characterised in that: described six prism stakes convex "〔" shape and the Y left back end of type stake recessed "〔" shape and right rear end recessed "〔" shape coincide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610568652.4A CN106013084A (en) | 2016-07-20 | 2016-07-20 | Y-shaped concave-convex splicing drilling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610568652.4A CN106013084A (en) | 2016-07-20 | 2016-07-20 | Y-shaped concave-convex splicing drilling machine |
Publications (1)
Publication Number | Publication Date |
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CN106013084A true CN106013084A (en) | 2016-10-12 |
Family
ID=57119681
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610568652.4A Withdrawn CN106013084A (en) | 2016-07-20 | 2016-07-20 | Y-shaped concave-convex splicing drilling machine |
Country Status (1)
Country | Link |
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CN (1) | CN106013084A (en) |
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2016
- 2016-07-20 CN CN201610568652.4A patent/CN106013084A/en not_active Withdrawn
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Application publication date: 20161012 |
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