CN106193005A - Concavo-convex snap-in Y type rig - Google Patents

Concavo-convex snap-in Y type rig Download PDF

Info

Publication number
CN106193005A
CN106193005A CN201610545012.1A CN201610545012A CN106193005A CN 106193005 A CN106193005 A CN 106193005A CN 201610545012 A CN201610545012 A CN 201610545012A CN 106193005 A CN106193005 A CN 106193005A
Authority
CN
China
Prior art keywords
stake
type
quadrangular
concrete
fixed
Prior art date
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
CN201610545012.1A
Other languages
Chinese (zh)
Inventor
于洋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610545012.1A priority Critical patent/CN106193005A/en
Publication of CN106193005A publication Critical patent/CN106193005A/en
Pending legal-status Critical Current

Links

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
    • 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

Abstract

A kind of concavo-convex snap-in Y type rig, including Y type rig and quadrangular rig；Manufacture one, multiple intervals quadrangular pilespacing from and the concrete Y type stake of adjacent Y type stake back to front, 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 concrete quadrangular stake is manufactured respectively according to the working method of above-mentioned quadrangular rig with quadrangular rig, < shape is fit to the corner angle of this quadrangular stake left end to make Y type stake right-hand member recessed on each concrete quadrangular stake left side, < shape is fit to the corner angle of this quadrangular stake right-hand member to make the Y type stake left end on the right of each concrete quadrangular stake recessed, the Y type piling wall of the concrete mutual snap-in of quadrangular 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

Concavo-convex snap-in 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 quadrangular stake Mutually snap-in forms the concavo-convex snap-in 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 concavo-convex snap-in Y type rig of a kind of Y type stake and quadrangular stake mutual snap-in formation Y type piling wall.
The present invention is achieved through the following technical solutions:
A kind of Y type stake forms the concavo-convex snap-in Y type rig of Y type piling wall with the mutual snap-in of quadrangular stake, including Y type rig and four ribs Cylindrical drill 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.
Quadrangular 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；Total dynamic case to left back, left front, right back, right front divide Not Shu Chu a power transmission shaft, the outer end of each power transmission shaft is fixed a triangle respectively and is stirred.
The present invention has a following feature:
The present invention can manufacture the concrete quadrangular 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 snap-in, 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 quadrangular rig；
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 snap-in mutual with quadrangular 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, 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 quadrangular rig.
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.
Quadrangular rig includes 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；Total dynamic case is to the left Rear, left front, right back, right front export a power transmission shaft 35 respectively, and the outer end of each power transmission shaft fixes one three respectively Angle stirs 36.
Quadrangular rig is also provided with grouting pump, and during work, grouting pump irrigates water under high pressure to drill bit two, and motor six drives Total dynamic case operating, total dynamic case drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil of drill bit lower end Body cuts；Total dynamic case drives left back, left front, right back, the power transmission shaft of right front to drive respectively in operation process respectively One triangle stirs rotation, and four triangles stir the soil cutting in rotary course by four angles；The soil body cut is blended in In mud, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two Formation cross-section during being pressed into is square The hole of shape, casting concrete in this hole, produce concrete quadrangular stake.
< < shape is coincide for shape and right rear end recessed for the corner angle of quadrangular stake and the Y left back end of type stake recessed.
The working method that Y type rig manufactures Y type piling wall with quadrangular rig 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 a quadrangular The distance of stake manufactures the concrete Y type stake of a back to front, right side of inverted Y type stake at this, is spaced a quadrangular stake Distance manufacture a concrete Y type stake, so manufacture one, multiple intervals quadrangular pilespacing from and adjacent Y type stake before and after fall The concrete Y type stake put, when the concrete strength of the concrete Y type stake on both sides reaches a timing, then between the type stake of each two Y Spacing in, manufacture a concrete quadrangular stake with quadrangular rig respectively according to the working method of above-mentioned quadrangular rig, < shape is fit to the corner angle of this quadrangular stake left end, makes each mixed to make Y type stake right-hand member recessed on each concrete quadrangular stake left side < shape is fit to the corner angle of this quadrangular stake right-hand member, is thusly-formed multiple coagulation for Y type stake left end on the right of the quadrangular stake of solidifying soil recessed The Y type piling wall of the concrete mutual snap-in of quadrangular stake between the concrete Y type stake that soil Y type stake is adjacent with each two, is used for building Build the gear soil on thing basis, antiseep.

Claims (2)

1. a concavo-convex snap-in Y type rig, including Y type rig and quadrangular rig, 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 quadrangular 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 case is behind left back, left front, the right side Side, right front 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 working method of described quadrangular rig is: during work, grouting pump irrigates water under high pressure to drill bit two, and motor six drives always Dynamic case operating, total dynamic case drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil body of drill bit lower end Cutting；Total dynamic case drives left back, left front, right back, the power transmission shaft of right front to drive one respectively in operation process respectively Individual triangle stirs rotation, and four triangles stir the soil cutting in rotary course by four angles；The soil body cut is blended in mud In slurry, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two Formation cross-section during being pressed into is rectangle Hole, casting concrete in this hole, produce concrete quadrangular stake；
Described Y type rig manufactures the working method of Y type piling wall with described quadrangular rig: 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 a quadrangular The distance of stake manufactures the concrete Y type stake of a back to front, right side of inverted Y type stake at this, is spaced a quadrangular stake Distance manufacture a concrete Y type stake, so manufacture one, multiple intervals quadrangular pilespacing from and adjacent Y type stake before and after fall The concrete Y type stake put, when the concrete strength of the concrete Y type stake on both sides reaches a timing, then between the type stake of each two Y Spacing in, manufacture a concrete quadrangular stake with quadrangular rig respectively according to the working method of above-mentioned quadrangular rig, < shape is fit to the corner angle of this quadrangular stake left end, makes each mixed to make Y type stake right-hand member recessed on each concrete quadrangular stake left side < shape is fit to the corner angle of this quadrangular stake right-hand member, is thusly-formed multiple coagulation for Y type stake left end on the right of the quadrangular stake of solidifying soil recessed The Y type piling wall of the concrete mutual snap-in of quadrangular stake between the concrete Y type stake that soil Y type stake is adjacent with each two, is used for building Build the gear soil on thing basis, antiseep.
Concavo-convex snap-in Y type stake stake machine the most according to claim 1, it is characterised in that: the corner angle of described quadrangular stake and institute < < shape is coincide for shape and right rear end recessed to state the Y left back end of type stake recessed.
CN201610545012.1A 2016-07-13 2016-07-13 Concavo-convex snap-in Y type rig Pending CN106193005A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610545012.1A CN106193005A (en) 2016-07-13 2016-07-13 Concavo-convex snap-in Y type rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610545012.1A CN106193005A (en) 2016-07-13 2016-07-13 Concavo-convex snap-in Y type rig

Publications (1)

Publication Number Publication Date
CN106193005A true CN106193005A (en) 2016-12-07

Family

ID=57477740

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610545012.1A Pending CN106193005A (en) 2016-07-13 2016-07-13 Concavo-convex snap-in Y type rig

Country Status (1)

Country Link
CN (1) CN106193005A (en)

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
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 (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
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

Similar Documents

Publication Publication Date Title
CN106088048A (en) Convex-concave interlocking V-type rig
CN106088042A (en) Snap-in Y shape stake stake machine
CN106193005A (en) Concavo-convex snap-in Y type rig
CN106149690A (en) Concavo-convex interlocking Y type rig
CN106120744A (en) Seaming combination Y type rig
CN106088045A (en) Concavo-convex snap-in V-type rig
CN106088044A (en) Concavo-convex interlocking V-type rig
CN106120742A (en) Concave-convex clutch Y type rig
CN106149694A (en) Interlocking combination Y type rig
CN106120743A (en) Snap-in combination Y type rig
CN106065601A (en) Interlocking combination V-type rig
CN106193003A (en) Snap-in combination V-type rig
CN106193002A (en) Seaming combination V-type rig
CN106149689A (en) Concave-convex clutch V-type rig
CN106120750A (en) Interlocking Y type rig
CN106149693A (en) Snap-in Y type rig
CN106193008A (en) Sealed Y type rig
CN106149696A (en) Interlocking V-type rig
CN106120748A (en) Snap close combination Y type rig
CN106065602A (en) Concavo-convex snap close V-type rig
CN106065603A (en) Snap close combination V-type rig
CN106149698A (en) Convex-concave is engaged Y type rig
CN106149692A (en) Plug together Y type rig
CN105970948A (en) Convex-concave buckled Y-shaped drilling machine
CN106088054A (en) Snapping Y type agitation driller

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20161207