CN106120750A - Interlocking Y type rig - Google Patents

Interlocking Y type rig Download PDF

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Publication number
CN106120750A
CN106120750A CN201610545039.0A CN201610545039A CN106120750A CN 106120750 A CN106120750 A CN 106120750A CN 201610545039 A CN201610545039 A CN 201610545039A CN 106120750 A CN106120750 A CN 106120750A
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China
Prior art keywords
stake
type
fixed
motor
round platform
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Pending
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CN201610545039.0A
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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 CN201610545039.0A priority Critical patent/CN106120750A/en
Publication of CN106120750A publication Critical patent/CN106120750A/en
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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
    • E02D5/22—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
    • E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • 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

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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)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

A kind of interlocking Y type rig, including Y type rig and six prism rigs；Manufacture one, multiple intervals, six prism pilespacings from concrete Y type stake, when the concrete strength of the concrete 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 rigs with six prism rigs, < shape is fit to the corner angle of this six prisms stake left end to make Y 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 Y left back end of type stake on the right of each soil cement six prism stake recessed, the Y type piling wall of the soil cement six mutual interlocking of prism stake being thusly-formed between the concrete Y type stake that multiple concrete Y type stake is adjacent with each two, gear soil for building basis, antiseep.

Description

Interlocking Y type rig
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 Mutually interlocking forms the interlocking Y type rig of Y 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 interlocking Y type rig of a kind of Y type stake and six prism stake mutual interlockings formation Y type piling walls.
The present invention is achieved through the following technical solutions:
A kind of Y type stake forms the interlocking Y type rig of Y type piling wall with the six mutual interlockings of prism stake, bores including Y type rig and six prisms Machine.
Y 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；Mobile jib lower front side is fixed with stull four, horizontal The front lower portion of support four is fixed on the upper end of vertical brace four, and the centre of motor four shell, motor are fixed in the lower end of vertical brace four The left end output shaft of 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 after Round platform synthesizes 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 To one cylinder two with a tight waist of synthesis, the surface of cylinder two with a tight waist is provided with multiple stirring knife；Left round platform four and right round platform four are to synthesis One cylinder four with a tight waist, the surface of cylinder four 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 concrete Y type stake that multiple concrete Y type stake is adjacent with each two The mutually Y 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 left front view of Y type rig；
Fig. 2 is the right front view of Y type rig；
Fig. 3 is the rearview of Y type rig；
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 rigs；
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 formed with the six mutual interlockings of prism stake.
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, 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 stirs.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes Y type rig and six prism rigs.
Y type rig includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5；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；Mobile jib lower front side is fixed with stull 4 17, and the front lower portion of stull four is fixed on vertical brace 4 19 Upper end, the lower end of vertical brace four is fixed on the centre of motor 4 23 shell, and the left end output shaft 11 of motor four is fixed with left circle Platform 4 21, 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 bundle for a pair Oval post one, 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 with a tight waist of synthesis Two, the surface of cylinder two with a tight waist is provided with multiple stirring knife；Left round platform four and right round platform four are to one cylinder four with a tight waist of synthesis, with a tight waist The surface of cylinder four is provided with multiple stirring knife 8.
Y type rig is also equipped with grouting pump, the bottom of grouting pump halved tie oval post one, cylinder with a tight waist two times during work Portion, the bottom of cylinder four with a tight waist and drill bit one lower part do not irrigate water under high pressure, and motor five drives the brill of its lower end when working First rotation, drives front round platform one and rear round platform one rotating forward, round platform two before driving when motor two works when motor one works Invert with rear round platform two；Motor four drives left round platform four and right round platform four reversion when working；Drill bit one will in rotation process The soil cutting of drill bit one lower end, the soil body of its lower end is cut in rotation by cylinder one with a tight waist, cylinder two with a tight waist, cylinder four with a tight waist Cut；Cylinder one with a tight waist in rotation, left back end-grain cutting is whittled into recessed < shape, cylinder two with a tight waist in rotation, right rear end is cut into recessed < Shape；Front end is cut into recessed < shape in rotation by cylinder four with a tight waist；The soil body cut is blended in mud, and water under high pressure is continuous Injecting, mud constantly flows out to outside hole from hole, and mobile jib forms left back end, right rear end and front downwards during being pressed into End is respectively provided with that recessed < hole of shape, casting concrete in this hole produce concrete Y type stake.
Six prism rigs include the structure in Fig. 6, Fig. 7；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 Y left back end of type stake recessed.
The working method that Y type rig and six prism rigs manufacture Y type piling wall is as follows: in the position needing pile, bores by Y type Machine manufactures a concrete Y type stake according to the working method of above-mentioned Y type rig, on the right side of this Y type stake, is spaced six prisms The distance of stake manufactures the Y type stake of another concrete, such word order manufacture one, multiple intervals, six prism pilespacings from coagulation Soil Y type stake, when the concrete strength of the concrete Y type stake on both sides reaches a timing, then the spacing between the type stake of each two Y 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 Y 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 concrete for the Y left back end of type stake on the right of six prism stakes recessed The Y type piling wall of the soil cement six mutual interlocking of prism stake between the concrete Y type stake that Y type stake is adjacent with each two, is used for building The gear soil on thing basis, antiseep.

Claims (2)

1. an interlocking Y type rig, including Y type rig and six prism rigs, it is characterised in that:
The concrete structure of described Y 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)；Mobile jib lower front side is fixed with stull four (17), under the front end of stull four The upper end of vertical brace four (19) is fixed in portion, and the centre of motor four (23) shell is fixed in the lower end of vertical brace four, motor four Left end output shaft (11) 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 circle 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 He Right round platform four is 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 rig is: the bottom of grouting pump halved tie oval post one during work, the bottom of cylinder two with a tight waist, Bottom and drill bit one lower part of cylinder four with a tight waist do not irrigate water under high pressure, and motor five drives the drill bit one of its lower end when working Rotate, when motor one works, drive front round platform one and rear round platform one rotating forward, before driving when motor two works round platform two with after Round platform two inverts；Motor four drives left round platform four and right round platform four reversion when working；Drill bit one in rotation process by drill bit The soil cutting of one lower end, cylinder one with a tight waist, cylinder two with a tight waist, cylinder four with a tight waist in rotation by the soil cutting of its lower end； Left back end-grain cutting is whittled in rotation that recessed < shape, right rear end is cut into recessed < shape in rotation by cylinder two with a tight waist by cylinder one with a tight waist； Front end is cut into recessed < shape in rotation by cylinder four with a tight waist；The soil body cut is blended in mud, and water under high pressure is constantly noted Entering, mud constantly flows out to outside hole from hole, and mobile jib forms a left back end, right rear end and front end during being pressed into downwards It is respectively provided with that recessed < hole of shape, casting concrete in this hole produce concrete Y type stake；
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 Y type rig manufactures Y type piling wall with described six prism rigs is: in the position needing pile, use Y type Rig manufactures a concrete Y type stake according to the working method of above-mentioned Y type rig, on the right side of this Y type stake, is spaced six ribs The distance of stanchion manufactures the Y type stake of another concrete, such word order manufacture one, multiple intervals, six prism pilespacings from mixed The Y type stake of solidifying soil, when the concrete strength of the concrete Y type stake on both sides reaches a timing, then the spacing between the type stake of each two Y 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 Y 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 concrete for the Y left back end of type stake on the right of six prism stakes recessed The Y type piling wall of the soil cement six mutual interlocking of prism stake between the concrete Y type stake that Y type stake is adjacent with each two, is used for building The gear soil on thing basis, antiseep.
Interlocking Y 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 Y type < < shape is coincide for shape and right rear end recessed for the left back end of stake recessed.
CN201610545039.0A 2016-07-13 2016-07-13 Interlocking Y type rig Pending CN106120750A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610545039.0A CN106120750A (en) 2016-07-13 2016-07-13 Interlocking Y type rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610545039.0A CN106120750A (en) 2016-07-13 2016-07-13 Interlocking Y type rig

Publications (1)

Publication Number Publication Date
CN106120750A true CN106120750A (en) 2016-11-16

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CN201610545039.0A Pending CN106120750A (en) 2016-07-13 2016-07-13 Interlocking Y type rig

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009007808A (en) * 2007-06-27 2009-01-15 Chiyoda Soiltec Kk Soil cement column construction apparatus and soil cement column construction method
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
CN105569018A (en) * 2016-02-18 2016-05-11 宗琪 V-shaped occlusion equipment for Y-shaped piles and rectangular piles
CN105586943A (en) * 2016-03-04 2016-05-18 韩希鹏 Locking device for regular-hexagon piles and rectangular piles
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
JP2009007808A (en) * 2007-06-27 2009-01-15 Chiyoda Soiltec Kk Soil cement column construction apparatus and soil cement column construction method
CN101619572A (en) * 2009-06-30 2010-01-06 孙刚 Hydraulic pressure milling deep-mixing underground-wall machine
CN105569018A (en) * 2016-02-18 2016-05-11 宗琪 V-shaped occlusion equipment for Y-shaped piles and rectangular piles
CN105586943A (en) * 2016-03-04 2016-05-18 韩希鹏 Locking device for regular-hexagon piles and rectangular piles
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: 20161116

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