CN106088055A - Concave-convex clutch V-type agitation driller - Google Patents

Concave-convex clutch V-type agitation driller Download PDF

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Publication number
CN106088055A
CN106088055A CN201610568657.7A CN201610568657A CN106088055A CN 106088055 A CN106088055 A CN 106088055A CN 201610568657 A CN201610568657 A CN 201610568657A CN 106088055 A CN106088055 A CN 106088055A
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China
Prior art keywords
stake
type
prism
soil cement
fixed
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Withdrawn
Application number
CN201610568657.7A
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Chinese (zh)
Inventor
张葵英
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Individual
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Individual
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Priority to CN201610568657.7A priority Critical patent/CN106088055A/en
Publication of CN106088055A publication Critical patent/CN106088055A/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—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 DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/165—Shapes polygonal
    • E02D2200/1664—Shapes polygonal made from multiple elements
    • 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
    • E02D2300/002—Concrete
    • 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

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A kind of concave-convex clutch V-type agitation driller, including V-type agitation driller and pentagonal prism agitation driller；Manufacture one, multiple intervals, six prism pilespacings from soil cement V-type stake, 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 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 recessed convex ") of this six prisms left front end of stake " (" shape be fit to " shape of the V-type stake right rear end on each soil cement six prism stake left side, make recessed convex ") of this six prisms stake right front ends " (" shape be fit to " shape of the left back end of V-type stake on the right of each soil cement six prism stake, the V-type piling wall that the soil cement 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

Concave-convex clutch V-type agitation driller
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 concave-convex clutch V-type agitation driller 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 and be mutually twisted the concave-convex clutch V-type stirring brill forming V-type piling wall with six prism stakes Machine.
The present invention is achieved through the following technical solutions:
A kind of V-type stake and six prism stakes are mutually twisted the concave-convex clutch V-type agitation driller forming V-type piling wall, bore including V-type stirring Machine and six prism agitation drillers.
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.
Six prism agitation drillers include 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；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 soil cement 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 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 six prism agitation drillers；
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 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 six prism agitation drillers.
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.
Six prism agitation drillers include the structure in Fig. 6, Fig. 7；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 three bevel tools 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, 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 stirs with cement mortar；Total dynamic case drives left end, left back end, left front end, the right side in operation process respectively End, right rear end, the power transmission shaft of right front ends drive three bevel tools to rotate respectively, six three bevel tools in rotary course by six The soil cutting at individual angle and Soil-cement；Drilling rod two forms soil cement six prism stake during being pressed into.
" " " (" shape is coincide for (" shape and right rear end recessed for (" shape and the Y left back end of type stake recessed for six prism stakes convex.
The working method that V-type agitation driller and six prism agitation drillers manufacture concave-convex clutch V-type piling wall is as follows: become at needs The position of stake, manufactures a soil cement V-type stake, at this V with V-type agitation driller according to the working method of above-mentioned V-type agitation driller The right side of type stake, the distance being spaced six prism stakes manufactures another soil cement V-type stake, and such word order manufactures multiple Every six prism pilespacings from soil cement V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reach one timing, then In spacing between each two V-type stake, divide according to the working method of above-mentioned six prism agitation drillers with six prism agitation drillers Not Zhi Zao a soil cement six prism stake, " (" shape is fit to make V-type stake right rear end recessed on each soil cement six prism stake left side Convex ") of this six prisms left front end of stake " shape, " (" shape is coincide to make the left back end of V-type stake on the right of each soil cement six prism stake recessed Convex ") in this six prisms stake right front ends " shape, it is thusly-formed the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two Between the V-type piling wall that is mutually twisted of soil cement six prism stake, for gear soil, the antiseep on building basis.

Claims (2)

1. a concave-convex clutch 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 six prism agitation drillers 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 Cutting knife 36；
The specific works mode of described six prism agitation drillers is as follows: during work, grouting pump is to drill bit two grout injection, 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 stirs with cement mortar；Total dynamic case drives left end, left back end, left front end, the right side in operation process respectively End, right rear end, the power transmission shaft of right front ends drive three bevel tools to rotate respectively, six three bevel tools in rotary course by six The soil cutting at individual angle and Soil-cement；Drilling rod two forms soil cement six prism stake during being pressed into；
Described V-type agitation driller manufactures the working method of concave-convex clutch V-type piling wall with described six prism agitation drillers: become at needs The position of stake, manufactures a soil cement V-type stake, at this V with V-type agitation driller according to the working method of above-mentioned V-type agitation driller The right side of type stake, the distance being spaced six prism stakes manufactures another soil cement V-type stake, and such word order manufactures multiple Every six prism pilespacings from soil cement V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reach one timing, then In spacing between each two V-type stake, divide according to the working method of above-mentioned six prism agitation drillers with six prism agitation drillers Not Zhi Zao a soil cement six prism stake, " (" shape is fit to make V-type stake right rear end recessed on each soil cement six prism stake left side Convex ") of this six prisms left front end of stake " shape, " (" shape is coincide to make the left back end of V-type stake on the right of each soil cement six prism stake recessed Convex ") in this six prisms stake right front ends " shape, it is thusly-formed the soil cement V-type stake that multiple soil cement V-type stake is adjacent with each two Between the V-type piling wall that is mutually twisted of soil cement six prism stake, for gear soil, the antiseep on building basis.
Concave-convex clutch V-type agitation driller the most according to claim 1, it is characterised in that: convex ") of described six prism stakes " shape " " (" shape is coincide for (" shape and right rear end recessed for end left back with V-type stake recessed.
CN201610568657.7A 2016-07-20 2016-07-20 Concave-convex clutch V-type agitation driller Withdrawn CN106088055A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610568657.7A CN106088055A (en) 2016-07-20 2016-07-20 Concave-convex clutch V-type agitation driller

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610568657.7A CN106088055A (en) 2016-07-20 2016-07-20 Concave-convex clutch V-type agitation driller

Publications (1)

Publication Number Publication Date
CN106088055A true CN106088055A (en) 2016-11-09

Family

ID=57220948

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610568657.7A Withdrawn CN106088055A (en) 2016-07-20 2016-07-20 Concave-convex clutch V-type agitation driller

Country Status (1)

Country Link
CN (1) CN106088055A (en)

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Application publication date: 20161109

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