CN106088048A - Convex-concave interlocking V-type rig - Google Patents

Convex-concave interlocking V-type rig Download PDF

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Publication number
CN106088048A
CN106088048A CN201610549380.3A CN201610549380A CN106088048A CN 106088048 A CN106088048 A CN 106088048A CN 201610549380 A CN201610549380 A CN 201610549380A CN 106088048 A CN106088048 A CN 106088048A
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CN
China
Prior art keywords
stake
type
pentagonal prism
rig
fixed
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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
Application number
CN201610549380.3A
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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 CN201610549380.3A priority Critical patent/CN106088048A/en
Publication of CN106088048A publication Critical patent/CN106088048A/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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/16—Arrangement or construction of joints in foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/22—Component parts
    • E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
    • E02F3/241—Digging wheels; Digging elements of wheels; Drives for wheels digging wheels
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/22—Component parts
    • E02F3/24—Digging wheels; Digging elements of wheels; Drives for wheels
    • E02F3/246—Digging wheels; Digging elements of wheels; Drives for wheels drives
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/16—Machines for digging other holes in the soil
    • E02F5/20—Machines for digging other holes in the soil for vertical holes
    • 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
    • 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
    • E02D2200/1657—Shapes polygonal made from single element

Abstract

A kind of convex-concave interlocking V-type rig, including V-type rig and pentagonal prism rig；Manufacture one, multiple intervals pentagonal prism pilespacing from concrete V-type stake, when the concrete strength of the concrete V-type stake on both sides reaches a timing, again in the spacing between each two V-type stake, a soil cement pentagonal prism stake is manufactured respectively according to the working method of above-mentioned pentagonal prism rig with pentagonal prism rig, < shape is fit to the corner angle of this left front end of pentagonal prism stake to make V-type stake right rear end recessed on each soil cement pentagonal prism stake left side, < shape is fit to the corner angle of this pentagonal prism stake right front ends to make the left back end of V-type stake on the right of each soil cement pentagonal prism stake recessed, the V-type piling wall of the soil cement mutual interlocking of pentagonal prism stake being thusly-formed between the concrete V-type stake that multiple concrete V-type stake is adjacent with each two, gear soil for building basis, antiseep.

Description

Convex-concave interlocking 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 pentagonal prism stake Mutually interlocking forms the convex-concave interlocking V-type rig 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 convex-concave interlocking V-type rig of a kind of V-type stake and pentagonal prism stake mutual interlocking formation V-type piling wall.
The present invention is achieved through the following technical solutions:
A kind of V-type stake forms the convex-concave interlocking V-type rig of V-type piling wall with the mutual interlocking of pentagonal prism stake, including V-type rig and five ribs Cylindrical drill 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.
Pentagonal prism rig includes 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；The total dynamic rear end of case, left back end, left front end, right rear end, the right side Front end exports 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 pentagonal prism stake between the concrete V-type stake that multiple concrete V-type stake is adjacent with each two The mutually V-type piling wall of interlocking, 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 pentagonal prism rig；
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 interlocking 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 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 pentagonal prism rig.
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 drill bit one lower part does not irrigate water under high pressure, 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 One in rotation process by the soil cutting of drill bit one lower end, cylinder one with a tight waist, cylinder two with a tight waist in rotation by its lower end Soil cutting；Left back end-grain cutting is whittled in rotation that recessed < shape, right rear end is cut in rotation by cylinder two with a tight waist by cylinder one with a tight waist Become recessed < shape；The soil body cut is blended in mud, and water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, main Bar forms a left back end and right rear end and is respectively provided with that recessed < hole of shape pours coagulation in this hole during being pressed into downwards Soil, produces concrete V-type stake.
Pentagonal prism rig includes 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 pentagonal prism rig 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 drive respectively in operation process rear end, left back end, left front end, right rear end, The power transmission shaft of right front ends drives a triangle to stir rotation respectively, and five triangles stir the soil cutting in rotary course by five angles With Soil-cement；Drilling rod two forms soil cement pentagonal prism stake during being pressed into.
< < shape is coincide for shape and right rear end recessed for the corner angle of pentagonal prism stake and the left back end of V-type stake recessed.
The working method that V-type rig manufactures V-type piling wall with pentagonal prism rig is as follows: in the position needing pile, bore by V-type Machine manufactures a concrete 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 a pentagonal prism The distance of stake manufactures another concrete V-type stake, such word order manufacture one, multiple intervals pentagonal prism pilespacing from coagulation Soil V-type stake, when the concrete strength of the concrete V-type stake on both sides reaches a timing, then the spacing between each two V-type stake In, manufacture a soil cement pentagonal prism stake with pentagonal prism rig respectively according to the working method of above-mentioned pentagonal prism rig, make each < shape is fit to the corner angle of this left front end of pentagonal prism stake, makes each cement for the V-type stake right rear end on the soil cement pentagonal prism stake left side recessed < shape is fit to the corner angle of this pentagonal prism stake right front ends, is thusly-formed multiple mixed for the left back end of V-type stake on the right of soil pentagonal prism stake recessed The V-type piling wall of the soil cement mutual interlocking of pentagonal prism stake between the concrete V-type stake that the V-type stake of solidifying soil is adjacent with each two, is used for The gear soil on building basis, antiseep.

Claims (2)

1. a convex-concave interlocking V-type rig, including V-type rig and pentagonal prism rig, 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 drill bit one lower part does not irrigate water under high pressure, 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 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 in rotation by the soil of its lower end Body cuts；Left back end-grain cutting is whittled in rotation that recessed < shape, right rear end is cut in rotation by cylinder two with a tight waist by cylinder one with a tight waist Recessed < shape；The soil body cut is blended in mud, and water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, mobile jib Formed during being pressed into downwards a left back end and right rear end be respectively provided with recessed < hole of shape, casting concrete in this hole, Produce concrete V-type stake；
The concrete structure of described pentagonal prism rig 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 pentagonal prism rig 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；Total dynamic case drives rear end, left back end, left front end, right rear end, the right side in operation process respectively The power transmission shaft of front end drives a triangle to stir rotation respectively, five triangles stir in rotary course by the soil cutting at five angles with Soil-cement；Drilling rod two forms soil cement pentagonal prism stake during being pressed into；
The working method that described V-type rig manufactures V-type piling wall with described pentagonal prism rig is: in the position needing pile, use V-type Rig manufactures a concrete 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 five ribs The distance of stanchion manufactures another concrete V-type stake, such word order manufacture one, multiple intervals pentagonal prism pilespacing from mixed The V-type stake of solidifying soil, when the concrete strength of the concrete V-type stake on both sides reaches a timing, then the spacing between each two V-type stake In, manufacture a soil cement pentagonal prism stake with pentagonal prism rig respectively according to the working method of above-mentioned pentagonal prism rig, make each < shape is fit to the corner angle of this left front end of pentagonal prism stake, makes each cement for the V-type stake right rear end on the soil cement pentagonal prism stake left side recessed < shape is fit to the corner angle of this pentagonal prism stake right front ends, is thusly-formed multiple mixed for the left back end of V-type stake on the right of soil pentagonal prism stake recessed The V-type piling wall of the soil cement mutual interlocking of pentagonal prism stake between the concrete V-type stake that the V-type stake of solidifying soil is adjacent with each two, is used for The gear soil on building basis, antiseep.
Convex-concave interlocking V-type stake stake machine the most according to claim 1, it is characterised in that: the corner angle of described pentagonal prism stake and institute < < shape is coincide for shape and right rear end recessed to state the left back end of V-type stake recessed.
CN201610549380.3A 2016-07-13 2016-07-13 Convex-concave interlocking V-type rig Pending CN106088048A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610549380.3A CN106088048A (en) 2016-07-13 2016-07-13 Convex-concave interlocking V-type rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610549380.3A CN106088048A (en) 2016-07-13 2016-07-13 Convex-concave interlocking V-type rig

Publications (1)

Publication Number Publication Date
CN106088048A true CN106088048A (en) 2016-11-09

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11519153B2 (en) * 2017-09-25 2022-12-06 Soletanche Freyssinet Boring machine for producing a non-rectilinear trench

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204876A (en) * 1997-01-21 1998-08-04 Fujita Corp Soil improvement method by using 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
CN105586959A (en) * 2016-03-13 2016-05-18 陈兆英 Triangular pile and T-shaped pile locking and buckling equipment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204876A (en) * 1997-01-21 1998-08-04 Fujita Corp Soil improvement method by using 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
CN105586959A (en) * 2016-03-13 2016-05-18 陈兆英 Triangular pile and T-shaped pile locking and buckling equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11519153B2 (en) * 2017-09-25 2022-12-06 Soletanche Freyssinet Boring machine for producing a non-rectilinear trench

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Application publication date: 20161109