CN105970948A - Convex-concave buckled Y-shaped drilling machine - Google Patents

Convex-concave buckled Y-shaped drilling machine Download PDF

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Publication number
CN105970948A
CN105970948A CN201610549397.9A CN201610549397A CN105970948A CN 105970948 A CN105970948 A CN 105970948A CN 201610549397 A CN201610549397 A CN 201610549397A CN 105970948 A CN105970948 A CN 105970948A
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CN
China
Prior art keywords
concrete
fixed
pentagonal prism
motor
round platform
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CN201610549397.9A
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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 CN201610549397.9A priority Critical patent/CN105970948A/en
Publication of CN105970948A publication Critical patent/CN105970948A/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
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • 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

Abstract

The invention discloses a convex-concave buckled Y-shaped drilling machine which comprises a Y-shaped drilling machine part and a pentagonal prism drilling machine part. A plurality of concrete Y-shaped piles spaced in a distance of a concrete pentagonal prism pile are manufactured; when the concrete strength of the concrete Y-shaped piles at the two sides reaches a certain degree, one concrete pentagonal prism pile is manufactured between every two concrete Y-shaped piles correspondingly by using the pentagonal prism drilling machine part according to the working mode of the pentagonal prism drilling machine part, the concave less-than sign of the right rear end of the concrete Y-shaped pile at the left of each concrete pentagonal prism pile is made to be fit with the corner angle of the left front end of the concrete pentagonal prism pile, and the concave less-than sign of the left rear end of the concrete Y-shaped pile at the right of each concrete pentagonal prism pile is made to be fit with the corner angle of the right front end of the concrete pentagonal prism pile, thereby forming a Y-shaped pile wall characterized in that a plurality of concrete Y-shaped piles are buckled with the concrete pentagonal prism piles between every two adjacent concrete Y-shaped piles. The Y-shaped pile wall is applied to earth retaining and seepage prevention of building foundations.

Description

Convex-concave snap close 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 forms the convex-concave snap close Y type rig of Y type piling wall with the mutual snap close of pentagonal prism stake.
Background technology
Soil-cement rig is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, the cement earth pile reinforced for geology in building foundation engineering is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides the convex-concave snap close Y type rig of a kind of Y type stake and pentagonal prism stake mutual snap close formation Y type piling wall.
The present invention is achieved through the following technical solutions:
A kind of Y type stake forms the convex-concave snap close Y type rig of Y type piling wall with the mutual snap close of pentagonal prism stake, including Y type rig and pentagonal prism rig.
Y type rig includes following structure: fixed motor five shell upper end, mobile jib lower end, the output shaft of motor five lower end is fixed with a drill bit one, mobile jib bottom left rear side is fixed with stull one, the upper end of vertical brace one is fixed in the left end bottom of stull one, the centre of motor one shell is fixed in the lower end of vertical brace one, the front end output shaft of motor one is fixed with front round platform one, and the rear end output shaft of motor one is fixed with rear round platform one；Stull two it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace two is fixed in the right-hand member bottom of stull two, the centre of motor two shell is fixed in the lower end of vertical brace two, and the front end output shaft of motor two is fixed with front round platform two, and 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, the front lower portion of stull four is fixed on the upper end of vertical brace four, the centre of motor four shell is fixed in the lower end of vertical brace four, and the left end output shaft of motor 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 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；Front round 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 and right round platform four are provided with multiple stirring knife to one cylinder four with a tight waist of synthesis, the surface of cylinder four with a tight waist.
Pentagonal prism rig includes following structure: the upper end of the lower end fixed motor six of drilling rod two, motor six lower end is provided with total dynamic case, and the output shaft of total dynamic case lower end is fixed with drill bit two；Total dynamic rear end of case, left back end, left front end, right rear 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 Y type piling wall of the concrete mutual snap close of pentagonal prism stake between the concrete Y type stake that multiple concrete Y type stake is adjacent with each two, 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 pentagonal prism rig；
Fig. 7 is the C C view of Fig. 5；
Fig. 8 is multiple cross-sectional views being connected pile body that Y type stake snap close 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, motor 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 pentagonal prism rig.
Y type rig includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5；Fixed motor 5 14 shell upper end, mobile jib 1 lower end, the output shaft of motor five lower end is fixed with a drill bit 1, mobile jib bottom left rear side is fixed with stull 1, the upper end of vertical brace 1 is fixed in the left end bottom of stull one, the centre of motor 1 shell is fixed in the lower end of vertical brace one, the front end output shaft 11 of motor one is fixed with front round platform 1, and the rear end output shaft 11 of motor one is fixed with rear round platform 1；Stull 2 13 it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace 23 is fixed in the right-hand member bottom of stull two, the centre of motor 27 shell is fixed in the lower end of vertical brace two, and 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 with rear round platform 2 10；Mobile jib lower front side is fixed with stull 4 17, the front lower portion of stull four is fixed on the upper end of vertical brace 4 19, the centre of motor 4 23 shell is fixed in the lower end of vertical brace four, the left end output shaft 11 of motor four is fixed with left round platform 4 21, and 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 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 round 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 and right round platform four are 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.
Y type rig is also equipped with grouting pump, during work, the bottom of grouting pump halved tie oval post one, the bottom of cylinder two with a tight waist, the bottom of cylinder four with a tight waist and drill bit one lower part do not irrigate water under high pressure, motor five drives drill bit one rotation of its lower end when working, drive front round platform one and rear round platform one rotating forward when motor one works, when motor two works, drive front round platform two and rear round platform two reversion；Motor four drives left round platform four and right round platform four reversion when working；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, 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, water under high pressure constantly injects, and 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 and is respectively provided with the recessed < hole of shape, casting concrete in this hole, produces concrete Y type stake.
Pentagonal prism rig includes the structure in Fig. 6, Fig. 7；Concrete structure is as follows: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, and 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 rear end of case, left back end, left front end, 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 pentagonal prism rig is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, and motor five drives the operating of total dynamic case, total dynamic case to drive drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Total dynamic case drives rear end, left back end, left front end, right rear end, the power transmission shaft of right front ends to drive a triangle to stir rotation respectively in operation process respectively, and five triangles stir the soil cutting in rotary course by five angles；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, and drilling rod two Formation cross-section during being pressed into is pentagonal hole, and casting concrete in this hole produces concrete pentagonal prism stake.
< < shape is coincide for shape and right rear end recessed for the corner angle of pentagonal prism stake and the Y left back end of type stake recessed.
nullThe working method that Y type rig manufactures Y type piling wall with pentagonal prism rig is as follows: in the position needing pile，A concrete Y type stake is manufactured according to the working method of above-mentioned Y type rig with Y type rig，Right side in this Y type stake，The distance of one the pentagonal prism stake in interval manufactures the Y type stake of another concrete，So word order manufacture one, multiple intervals pentagonal prism pilespacing 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 concrete 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 Y type stake right rear end recessed on each concrete pentagonal prism stake left side，< shape is fit to the corner angle of this pentagonal prism stake right front ends to make the Y left back end of type stake on the right of each concrete pentagonal prism stake recessed，The Y type piling wall of the concrete mutual snap close of pentagonal 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.

Claims (2)

1. a convex-concave snap close Y type rig, including Y type rig and pentagonal prism 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, the output shaft of motor five lower end is fixed with a drill bit one (15), mobile jib bottom left rear side is fixed with stull one (12), the upper end of vertical brace one (2) is fixed in the left end bottom of stull one, the centre of motor one (6) shell is fixed in the lower end of vertical brace one, the front end output shaft (11) of motor one 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)；Stull two (13) it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace two (3) is fixed in the right-hand member bottom of stull two, the centre of motor two (7) shell is fixed in the lower end of vertical brace two, the front end output shaft (11) of motor two is fixed with front round platform two (5), and the rear end output shaft of motor two is fixed with rear round platform two (10)；Mobile jib lower front side is fixed with stull four (17), the front lower portion of stull four is fixed on the upper end of vertical brace four (19), the centre of motor four (23) shell is fixed in the lower end of vertical brace four, the left end output shaft (11) of motor four 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 round 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 and right round platform four are 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: during work, the bottom of grouting pump halved tie oval post one, the bottom of cylinder two with a tight waist, the bottom of cylinder four with a tight waist and drill bit one lower part do not irrigate water under high pressure, motor five drives drill bit one rotation of its lower end when working, drive front round platform one and rear round platform one rotating forward when motor one works, when motor two works, drive front round platform two and rear round platform two reversion；Motor four drives left round platform four and right round platform four reversion when working；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, 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, water under high pressure constantly injects, and 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 and is respectively provided with the recessed < hole of shape, casting concrete in this hole, produces concrete Y 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, and 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 rear end of case, left back end, left front end, 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: during work, grouting pump irrigates water under high pressure to drill bit two, motor five drives the operating of total dynamic case, total dynamic case to drive drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Total dynamic case drives rear end, left back end, left front end, right rear end, the power transmission shaft of right front ends to drive a triangle to stir rotation respectively in operation process respectively, and five triangles stir the soil cutting in rotary course by five angles；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, and drilling rod two Formation cross-section during being pressed into is pentagonal hole, and casting concrete in this hole produces concrete pentagonal prism stake；
nullDescribed Y type rig manufactures the working method of Y type piling wall with described pentagonal prism rig: in the position needing pile，A concrete Y type stake is manufactured according to the working method of above-mentioned Y type rig with Y type rig，Right side in this Y type stake，The distance of one the pentagonal prism stake in interval manufactures the Y type stake of another concrete，So word order manufacture one, multiple intervals pentagonal prism pilespacing 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 concrete 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 Y type stake right rear end recessed on each concrete pentagonal prism stake left side，< shape is fit to the corner angle of this pentagonal prism stake right front ends to make the Y left back end of type stake on the right of each concrete pentagonal prism stake recessed，The Y type piling wall of the concrete mutual snap close of pentagonal 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.
Convex-concave snap close Y type stake stake machine the most according to claim 1, it is characterised in that: < < shape is coincide for shape and right rear end recessed for the corner angle of described pentagonal prism stake and the described Y left back end of type stake recessed.
CN201610549397.9A 2016-07-13 2016-07-13 Convex-concave buckled Y-shaped drilling machine Withdrawn CN105970948A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610549397.9A CN105970948A (en) 2016-07-13 2016-07-13 Convex-concave buckled Y-shaped drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610549397.9A CN105970948A (en) 2016-07-13 2016-07-13 Convex-concave buckled Y-shaped drilling machine

Publications (1)

Publication Number Publication Date
CN105970948A true CN105970948A (en) 2016-09-28

Family

ID=56951581

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610549397.9A Withdrawn CN105970948A (en) 2016-07-13 2016-07-13 Convex-concave buckled Y-shaped drilling machine

Country Status (1)

Country Link
CN (1) CN105970948A (en)

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Application publication date: 20160928