CN105672261A - Round corner trapezoidal drilling stirring machine - Google Patents
Round corner trapezoidal drilling stirring machine Download PDFInfo
- Publication number
- CN105672261A CN105672261A CN201511035544.2A CN201511035544A CN105672261A CN 105672261 A CN105672261 A CN 105672261A CN 201511035544 A CN201511035544 A CN 201511035544A CN 105672261 A CN105672261 A CN 105672261A
- Authority
- CN
- China
- Prior art keywords
- reductor
- fixed
- post
- speed reducer
- rotation
- 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.)
- Withdrawn
Links
- 238000003756 stirring Methods 0.000 title claims abstract description 41
- 238000005553 drilling Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims abstract description 7
- 239000002002 slurry Substances 0.000 claims abstract description 4
- 239000011083 cement mortar Substances 0.000 claims description 8
- 239000007921 spray Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 2
- 241001074085 Scophthalmus aquosus Species 0.000 claims 1
- 239000003638 chemical reducing agent Substances 0.000 abstract 15
- 238000005516 engineering process Methods 0.000 description 1
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
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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 OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Disclosed is a round corner trapezoidal drilling stirring machine. A first speed reducer drives a drill bit at the lower end of the first speed reducer to rotate through a drill rod at the lower end of the first speed reducer in the operation process. A second speed reducer drives a drill bit at the lower end of the second speed reducer to rotate through a drill rod at the lower end of the second speed reducer in the operation process. A third speed reducer drives a drill bit at the lower end of the third speed reducer to rotate through a drill rod at the lower end of the third speed reducer in the operation process. A fourth speed reducer drives a drill bit at the lower end of the fourth speed reducer to rotate through a drill rod at the lower end of the fourth speed reducer in the operation process. A fifth speed reducer drives a drill bit at the lower end of the fifth speed reducer to rotate through a drill rod at the lower end of the fifth speed reducer in the operation process. Five rotary shafts drive stirring cutters to rotate through stirring arms correspondingly during rotation. During rotation, soil bodies on the lower portions of the five drill bits are cut through the five drill bits and stirred with cement slurry into an approximately trapezoidal pile. Soil on the four edges of the approximately trapezoidal pile is stirred with cement slurry through the stirring cutters on the five rotary shafts during rotation, and in this way, a round corner trapezoidal underground cemented soil pile is formed.
Description
Technical field
The present invention relates to a kind of boring and stir machine, the fillet trapezoid particularly used in a kind of building foundation engineering bores and stirs machine.
Background technology
At present, the cement earth boring auger of other pattern stirs the assembly that pile body formed by machine is all multiple soil cement cylinder, is not the cement earth pile of fillet trapezoid.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of fillet trapezoid bores and stirs machine.
The present invention is achieved through the following technical solutions:
A kind of fillet trapezoid bores and stirs machine, and the centre of beam three is fixed in pressure rod lower end, and the centre of beam one is fixed in the front end of beam three, and the centre of beam two is fixed in the rear end of beam three, Liang Yi, beam two, Liang Si, beam five form one trapezoidal; The middle lower end of beam one is fixed with post one, and post one lower end is fixed with motor, and motor lower end is fixed with reductor one, the left end bottom of beam one is fixed with post two, post two lower end is fixed with reductor two, and the right-hand member bottom of beam one is fixed with post three, and post three lower end is fixed with reductor three; The left end bottom of beam two is fixed with post four, and post four lower end is fixed with reductor four, and the right-hand member bottom of beam two is fixed with post five, and post five lower end is fixed with reductor five; Reductor one, reductor two, reductor three, reductor four, reductor five lower end be respectively equipped with a drilling rod, each drilling rod lower end fixes a drill bit respectively; A rotating shaft it is respectively equipped with between reductor one and reductor two, between reductor one and reductor three, between reductor two and reductor four, between reductor three and reductor five, between reductor four and reductor five, the both sides of each rotating shaft are respectively equipped with a stirring knife, each stirring knife is fixed on the rotating shaft at its place respectively through a stirring arm, each stirring knife is respectively fixed with and multiple stirs tooth.
The present invention has following feature:
The soil cutting of its underpart and cement mortar are stirred into approximate trapezoidal stake by five drill bits of the present invention in rotation, stirring knife in five rotating shafts in rotation nearly like earth and the cement mortar stirring of four edges of trapezoidal stake, thus become fillet trapezoid underground cement earth pile.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the A-A direction view of Fig. 1;
Fig. 3 is the B-B view of Fig. 1;
Fig. 4 is the C-C view of Fig. 1;
Fig. 5 is the cross-sectional view of the become pile body of the present invention.
In figure: 1, pressure rod, 2, Liang Yi, 3, post one, 4, motor, 5, post two, 6, post three, 7, post four, 8, post five, 9, reductor one, 10, reductor two, 11, reductor three, 12, reductor four, 13, reductor five, 14, drilling rod, 15, drill bit, 16, rotating shaft, 17, stirring knife, 18, stirring arm, 19, stir tooth, 20, beam two, 21, beam three, 22, Liang Si, 23, beam five.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the centre of beam 3 21 is fixed in this embodiment pressure rod 1 lower end, the centre of beam 1 is fixed in the front end of beam three, and the centre of beam 2 20 is fixed in the rear end of beam three, and Liang Yi, beam two, Liang Si 22, beam 5 23 composition one is trapezoidal; The middle lower end of beam one is fixed with post 1, and post one lower end is fixed with motor 4, and motor lower end is fixed with reductor 1, the left end bottom of beam one is fixed with post 25, post two lower end is fixed with reductor 2 10, and the right-hand member bottom of beam one is fixed with post 36, and post three lower end is fixed with reductor 3 11; The left end bottom of beam two is fixed with post 47, and post four lower end is fixed with reductor 4 12, and the right-hand member bottom of beam two is fixed with post 58, and post five lower end is fixed with reductor 5 13; Reductor one, reductor two, reductor three, reductor four, reductor five lower end be respectively equipped with a drilling rod 14, each drilling rod lower end fixes a drill bit 15 respectively; A rotating shaft 16 it is respectively equipped with between reductor one and reductor two, between reductor one and reductor three, between reductor two and reductor four, between reductor three and reductor five, between reductor four and reductor five, the both sides of each rotating shaft are respectively equipped with a stirring knife 17, each stirring knife is fixed on the rotating shaft at its place respectively through a stirring arm 18, each stirring knife is respectively fixed with and multiple stirs tooth 19.
The frame of the present invention is also equipped with cement mortar and fills spray apparatus, fill spray apparatus during work and each drill bit is filled water-spray type slurry respectively, during work, pressure rod applies downward drilling pressure, motor-driven reductor one operates, reductor one drives reductor two respectively through the rotation of the rotating shaft on both sides around in operation process, reductor three operates, reductor two drives reductor four to operate by the rotation of rotating shaft in operation process, reductor three drives reductor five to operate by the rotation of rotating shaft in operation process, reductor five, reductor four drives axis of rotation between jointly, reductor one, reductor two, reductor three, reductor four, reductor five drive a bit of its lower end in operation process respectively through a drilling rod of its lower end, five rotating shafts drive stirring knife to rotate respectively through stirring arm in rotation, the soil cutting of its underpart and cement mortar are stirred into approximate trapezoidal stake by five drill bits in rotation, the stirring knife in five rotating shafts in rotation nearly like the earth of four edges of trapezoidal stake and cement mortar stirring, thus become fillet trapezoid underground cement earth pile.
Claims (1)
1. fillet trapezoid bores and stirs a machine, and the centre of beam 3 21 is fixed in pressure rod 1 lower end, and the centre of beam 1 is fixed in the front end of beam three, and the centre of beam 2 20 is fixed in the rear end of beam three, and Liang Yi, beam two, Liang Si 22, beam 5 23 composition one is trapezoidal; The middle lower end of beam one is fixed with post 1, and post one lower end is fixed with motor 4, and motor lower end is fixed with reductor 1, the left end bottom of beam one is fixed with post 25, post two lower end is fixed with reductor 2 10, and the right-hand member bottom of beam one is fixed with post 36, and post three lower end is fixed with reductor 3 11; The left end bottom of beam two is fixed with post 47, and post four lower end is fixed with reductor 4 12, and the right-hand member bottom of beam two is fixed with post 58, and post five lower end is fixed with reductor 5 13; Reductor one, reductor two, reductor three, reductor four, reductor five lower end be respectively equipped with a drilling rod 14, each drilling rod lower end fixes a drill bit 15 respectively;A rotating shaft 16 it is respectively equipped with between reductor one and reductor two, between reductor one and reductor three, between reductor two and reductor four, between reductor three and reductor five, between reductor four and reductor five, the both sides of each rotating shaft are respectively equipped with a stirring knife 17, each stirring knife is fixed on the rotating shaft at its place respectively through a stirring arm 18, each stirring knife is respectively fixed with and multiple stirs tooth 19, it is characterized in that: brill stirs and is also equipped with cement mortar filling spray apparatus in the frame of machine, fill spray apparatus during work and each drill bit is filled water-spray type slurry respectively, during work, pressure rod applies downward drilling pressure, motor-driven reductor one operates, reductor one drives reductor two respectively through the rotation of the rotating shaft on both sides around in operation process, reductor three operates, reductor two drives reductor four to operate by the rotation of rotating shaft in operation process, reductor three drives reductor five to operate by the rotation of rotating shaft in operation process, reductor five, reductor four drives axis of rotation between jointly, reductor one, reductor two, reductor three, reductor four, reductor five drive a bit of its lower end in operation process respectively through a drilling rod of its lower end, five rotating shafts drive stirring knife to rotate respectively through stirring arm in rotation, the soil cutting of its underpart and cement mortar are stirred into approximate trapezoidal stake by five drill bits in rotation, the stirring knife in five rotating shafts in rotation nearly like the earth of four edges of trapezoidal stake and cement mortar stirring, thus become fillet trapezoid underground cement earth pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511035544.2A CN105672261A (en) | 2015-12-31 | 2015-12-31 | Round corner trapezoidal drilling stirring machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511035544.2A CN105672261A (en) | 2015-12-31 | 2015-12-31 | Round corner trapezoidal drilling stirring machine |
Publications (1)
Publication Number | Publication Date |
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CN105672261A true CN105672261A (en) | 2016-06-15 |
Family
ID=56298677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201511035544.2A Withdrawn CN105672261A (en) | 2015-12-31 | 2015-12-31 | Round corner trapezoidal drilling stirring machine |
Country Status (1)
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CN (1) | CN105672261A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625394A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Rounded-angle trapezoidal drilling and stirring machine |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1126264A (en) * | 1994-12-26 | 1996-07-10 | 石寅生 | Making method for non-annular borehole cast-in-place pile |
JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
CN104612140A (en) * | 2015-02-28 | 2015-05-13 | 张永忠 | n-shaped cement pile wall machine |
CN104863142A (en) * | 2015-06-05 | 2015-08-26 | 张璐 | Pentagonal prism composite soil pile machine |
CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
CN105625394A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Rounded-angle trapezoidal drilling and stirring machine |
-
2015
- 2015-12-31 CN CN201511035544.2A patent/CN105672261A/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1126264A (en) * | 1994-12-26 | 1996-07-10 | 石寅生 | Making method for non-annular borehole cast-in-place pile |
JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
CN104612140A (en) * | 2015-02-28 | 2015-05-13 | 张永忠 | n-shaped cement pile wall machine |
CN104863142A (en) * | 2015-06-05 | 2015-08-26 | 张璐 | Pentagonal prism composite soil pile machine |
CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
CN105625394A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Rounded-angle trapezoidal drilling and stirring machine |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625394A (en) * | 2015-12-31 | 2016-06-01 | 李会修 | Rounded-angle trapezoidal drilling and stirring machine |
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PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160615 |
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WW01 | Invention patent application withdrawn after publication |