CN106193007A - Grafting V-type rig - Google Patents

Grafting V-type rig Download PDF

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Publication number
CN106193007A
CN106193007A CN201610545027.8A CN201610545027A CN106193007A CN 106193007 A CN106193007 A CN 106193007A CN 201610545027 A CN201610545027 A CN 201610545027A CN 106193007 A CN106193007 A CN 106193007A
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CN
China
Prior art keywords
stake
type
prism
fixed
motor
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Pending
Application number
CN201610545027.8A
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Chinese (zh)
Inventor
于洋
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Individual
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Individual
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Priority to CN201610545027.8A priority Critical patent/CN106193007A/en
Publication of CN106193007A publication Critical patent/CN106193007A/en
Pending legal-status Critical Current

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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
    • E02D5/22—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
    • 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
    • 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)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A kind of grafting V-type rig, including V-type rig and six prism rigs；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 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 rear end recessed on each soil cement six prism stake left side, < shape is fit to the corner angle of this six prisms stake right-hand member to make the left back end of V-type stake on the right of each soil cement six prism stake recessed, 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 inserted, gear soil for building basis, antiseep.

Description

Grafting V-type rig
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 inserted the grafting 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 and be mutually inserted the grafting V-type rig forming V-type piling wall with six prism stakes.
The present invention is achieved through the following technical solutions:
A kind of V-type stake and six prism stakes are mutually inserted the grafting V-type rig forming V-type piling wall, 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 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 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 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 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, 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 is to drill bit two grout injection, motor five 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 stirs with cement mortar；Total dynamic case drives left end, left back end, left front end, right-hand member, the right side in operation process respectively Rear end, the power transmission shaft of right front ends drive a triangle to stir rotation respectively, and six triangles stir the soil in rotary course by six angles Body cutting 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 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 another soil cement V-type stake, such word order manufacture one, multiple intervals, six prism pilespacings from cement Soil V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then the spacing between each two V-type stake In, manufacture a soil cement six prism stake with six prism rigs respectively according to the working method of above-mentioned six prism rigs, make each < shape is fit to the corner angle of this six prisms stake left end, makes each soil cement for the V-type stake right rear end on the soil cement six prism stake left side recessed < shape is fit to the corner angle of this six prisms stake right-hand member, is thusly-formed multiple soil cement for the left back end of V-type stake on the right of six prism stakes recessed The V-type piling wall that soil cement six prism stake between the soil cement V-type stake that V-type stake is adjacent with each two is mutually inserted, is used for building The gear soil on thing basis, antiseep.

Claims (2)

1. a grafting 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, drill bit two grout injection, motor five are driven by grouting pump 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 and cement mortar stir；After total dynamic case drives left end, left back end, left front end, right-hand member, the right side in operation process respectively End, the power transmission shaft of right front ends drive a triangle to stir rotation respectively, and six triangles stir the soil body in rotary course by six angles Cutting and Soil-cement；Drilling rod two forms soil cement six prism stake during being pressed into；
The working method that described V-type rig manufactures V-type piling wall with described six prism rigs is: in the position needing pile, use V-type Rig 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 ribs The distance of stanchion manufactures another soil cement V-type stake, such word order manufacture one, multiple intervals, six prism pilespacings from water Earth V-type stake, when the soil cement intensity of the soil cement V-type stake on both sides reaches a timing, then the spacing between each two V-type stake In, manufacture a soil cement six prism stake with six prism rigs respectively according to the working method of above-mentioned six prism rigs, make each < shape is fit to the corner angle of this six prisms stake left end, makes each soil cement for the V-type stake right rear end on the soil cement six prism stake left side recessed < shape is fit to the corner angle of this six prisms stake right-hand member, is thusly-formed multiple soil cement for the left back end of V-type stake on the right of six prism stakes recessed The V-type piling wall that soil cement six prism stake between the soil cement V-type stake that V-type stake is adjacent with each two is mutually inserted, is used for building The gear soil on thing basis, antiseep.
Grafting 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.
CN201610545027.8A 2016-07-13 2016-07-13 Grafting V-type rig Pending CN106193007A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610545027.8A CN106193007A (en) 2016-07-13 2016-07-13 Grafting V-type rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610545027.8A CN106193007A (en) 2016-07-13 2016-07-13 Grafting V-type rig

Publications (1)

Publication Number Publication Date
CN106193007A true CN106193007A (en) 2016-12-07

Family

ID=57476972

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610545027.8A Pending CN106193007A (en) 2016-07-13 2016-07-13 Grafting V-type rig

Country Status (1)

Country Link
CN (1) CN106193007A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06193058A (en) * 1992-12-25 1994-07-12 Fudo Constr Co Ltd Lap driving confirmation method for compaction pile
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
KR20130094449A (en) * 2012-02-16 2013-08-26 노지연 Apparatus and method for continuous hole drilling
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06193058A (en) * 1992-12-25 1994-07-12 Fudo Constr Co Ltd Lap driving confirmation method for compaction pile
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
KR20130094449A (en) * 2012-02-16 2013-08-26 노지연 Apparatus and method for continuous hole drilling
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

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Application publication date: 20161207