CN105649021A - Mixing rig for square-round combined piles - Google Patents
Mixing rig for square-round combined piles Download PDFInfo
- Publication number
- CN105649021A CN105649021A CN201511012211.8A CN201511012211A CN105649021A CN 105649021 A CN105649021 A CN 105649021A CN 201511012211 A CN201511012211 A CN 201511012211A CN 105649021 A CN105649021 A CN 105649021A
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- Prior art keywords
- drill bit
- fixed
- round
- driving machine
- axle
- 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- Withdrawn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
- 239000002689 soil Substances 0.000 claims abstract description 30
- 238000004519 manufacturing process Methods 0.000 claims abstract description 10
- 238000005553 drilling Methods 0.000 claims description 33
- 238000013019 agitation Methods 0.000 claims description 21
- 238000005520 cutting process Methods 0.000 claims description 16
- 239000004568 cement Substances 0.000 claims description 9
- 239000011440 grout Substances 0.000 claims description 9
- 238000003756 stirring Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims description 2
- 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
- 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 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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a mixing rig for square-round combined piles. A plurality of cemented soil square-round combined piles which are spaced apart the distance of one square-round combined pile are manufactured; when cemented soil of the square-round combined piles at the two sides reaches certain strength, a hole is respectively manufactured within the distance between every two cemented soil square-round combined piles according to a working mode of manufacturing holes of the mixing rig, and concrete is poured into the holes to form concrete square-round combined piles, so that a convex round tongue-and-groove of the concrete square-round combined pile between every two cemented soil square-round combined piles is fitted to a convex circular arc of the corresponding cemented soil square-round combined pile, and a convex circular arc of the concrete square-round combined pile between every two cemented soil square-round combined piles is fitted to a concave round tongue-and-groove of the corresponding cemented soil square-round combined pile, and therefore, a pile wall on which the cemented soil square-round combined piles and the concrete square-round combined piles are arranged in a spacing manner, and are spliced with one another, is formed, and the pile wall is used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates in a kind of agitation driller, particularly a kind of building foundation engineering the underground water earth circumference built pillar agitation driller used.
Background technology
Cement-earth agitation driller is by the multiple drill bit rotational of power wheel drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with grout by multiple drill bit, at present, stake body formed by the cement-earth agitation driller of other pattern is all the molectron of multiple cement-earth cylinder, is not the circumference combination cement-soil pile of mutual grafting.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of circumference built pillar agitation driller.
The present invention is achieved through the following technical solutions:
A kind of circumference built pillar agitation driller, adds the lower end of depression bar and is fixed on motor upper end, and the lower end of motor is fixed with driving machine three, and driving machine three times ends are provided with drilling rod three, and drilling rod three times ends are fixed with drill bit three; The bottom left end adding depression bar is fixed on the right-hand member of cross bar one, and the upper end of vertical rod one is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driving machine one, and the lower end of driving machine one is provided with drilling rod one, and the lower end of drilling rod one is fixed with drill bit one; The bottom right-hand member adding depression bar is fixed on the left end of cross bar two, and the upper end of vertical rod two is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driving machine two, and the lower end of driving machine two is provided with drilling rod two, and the lower end of drilling rod two is fixed with drill bit two; Turn round axle one by one between driving machine three with driving machine one to be connected, the middle upper portion turning round axle one is fixed on the lower end of a fixed link, the upper end left part of this fixed link fixes a knife bar, the middle lower portion turning round axle one is fixed on the upper end of another fixed link, and the lower end left part of this fixed link also fixes a knife bar; Turn round axle two by one between driving machine three with driving machine two to be connected, the middle upper portion turning round axle two is fixed on the lower end of a fixed link, a knife bar is fixed in right portion, the upper end of this fixed link, the middle lower portion turning round axle two is fixed on the upper end of another fixed link, and a knife bar is also fixed in the right portion of lower end of this fixed link; The left end of driving machine one is provided with one and turns round axle three, turn round the lower end that axle three left upper part fixes a fixed link, a knife bar is fixed in right portion, the upper end of this fixed link, and the middle lower portion turning round axle two is fixed on the upper end of another fixed link, and a knife bar is also fixed in the right portion of lower end of this fixed link; The starboard quarter of driving machine two and right front are respectively equipped with one and turn round axle three, and each right-hand member turning round axle three fixes a recessed circular arc cutter respectively.
The present invention has following feature:
The present invention can manufacture cement-earth circumference built pillar and the stake wall of the concrete circumference mutual circular arc grafting of built pillar, for gear soil, the antiseep of building foundation.
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 view of Fig. 1;
Fig. 3 is the cross-sectional view of the circular arc grafting of the multiple circumference built pillar of the present invention;
In figure: 1, add depression bar, 2, cross bar one, 3, cross bar two, 4, motor, 5, drive machine three, 6, vertical rod one, 7, vertical rod two, 8, drive machine one, 9, machine two, 10, drilling rod three, 11, drilling rod one, 12, drilling rod two is driven, 13, drill bit three, 14, drill bit one, 15, drill bit two, 16, turn round axle one, 17, turn round axle two, 18, fixed link, 19, recessed circular arc cutter, 20, knife bar, 21, turn round axle three.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment adds depression bar 1 time end and is fixed on motor 4 upper end, and the lower end of motor is fixed with driving machine 35, and driving machine three times ends are provided with drilling rod 3 10, and drilling rod three times ends are fixed with drill bit 3 13; The bottom left end adding depression bar is fixed on the right-hand member of cross bar 1, and the upper end of vertical rod 1 is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driving machine 1, and the lower end of driving machine one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member adding depression bar is fixed on the left end of cross bar 23, and the upper end of vertical rod 27 is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driving machine 29, and the lower end of driving machine two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; Driving machine three is turned round axle one 16 by one with driving between machine one and is connected, the middle upper portion turning round axle 1 is fixed on the lower end of a fixed link 18, the upper end left part of this fixed link fixes a knife bar, the middle lower portion turning round axle one is fixed on the upper end of another fixed link 18, and the lower end left part of this fixed link also fixes a knife bar 20; Driving machine three is turned round axle two 17 by one with driving between machine two and is connected, the middle upper portion turning round axle 2 17 is fixed on the lower end of a fixed link 18, a knife bar is fixed in right portion, the upper end of this fixed link, the middle lower portion turning round axle two is fixed on the upper end of another fixed link 18, and a knife bar is also fixed in the right portion of lower end of this fixed link; The starboard quarter of driving machine two and right front are respectively equipped with one and turn round axle 3 21, and each right-hand member turning round axle three fixes a recessed circular arc cutter 19 respectively.
The diameter of drill bit one and the equal diameters of drill bit two.
The diameter of drill bit three is greater than drill bit one or the diameter of drill bit two.
Each distance turned round between the knife bar on axle top and the knife bar of bottom equals drill bit one or the diameter of drill bit two.
The present invention manufactures the mode of operation of cement-earth circumference built pillar: during work, grout pump is to drill bit one, drill bit two, drill bit three respectively jet cement slurry, and during work, by adding, agitation driller is applied downward pressure to the pressurizing device of pile frame by depression bar; Motor drives driving machine three to operate, driving machine three drives machine one to operate by turning round the rotating drive of axle one, driving machine three drives machine two to operate by turning round the rotating drive of axle two, driving machine one is rotated by the rotating drive drill bit one of drilling rod one in the running, driving machine two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driving machine three is rotated by the rotating drive drill bit three of drilling rod three in the running; Turn round axle one drives two knife bars to rotate by two fixed links turned round on axle one in rotation, turns round axle two and drives two knife bars to rotate by two fixed links turned round on axle two in rotation; Driving machine two drives two to turn round axle three in running and rotates, and turns round axle three and drives two recessed circular arc cuttves to rotate in rotation;Soil cutting and grout are stirred into the stake body of middle big column, the right and left small column by drill bit one, drill bit two, drill bit three in rotation, two knife bars turning round axle one about both sides in rotation by left side small column and big column lap-joint, the soil cutting stirring that is less than small column diameter region, two knife bars turning round axle two about both sides by the right small column and big column lap-joint, the soil cutting stirring that is less than small column diameter region, so become the circumference built pillar body of middle circle, two ends side in rotation; The soil cutting of the right-hand member of built pillar body and grout are stirred into recessed round tongue and groove by two recessed circular arc cuttves in rotation, and the left side circular arc of the round stake that the recessed round tongue and groove in right portion and left part drill bit one are formed matches; Add depression bar to be pressed into process downwards and form left end with convex circular arc, right-hand member with the circumference built pillar of recessed round tongue and groove.
The present invention manufactures the mode of operation of concrete circumference built pillar: during work, grout pump is to drill bit one, drill bit two, drill bit three respectively inject high pressure water, and during work, by adding, agitation driller is applied downward pressure to the pressurizing device of pile frame by depression bar; Motor drives driving machine three to operate, driving machine three drives machine one to operate by turning round the rotating drive of axle one, driving machine three drives machine two to operate by turning round the rotating drive of axle two, driving machine one is rotated by the rotating drive drill bit one of drilling rod one in the running, driving machine two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driving machine three is rotated by the rotating drive drill bit three of drilling rod three in the running; Turn round axle one drives two knife bars to rotate by two fixed links turned round on axle one in rotation, turns round axle two and drives two knife bars to rotate by two fixed links turned round on axle two in rotation; Driving machine two drives two to turn round axle three in running and rotates, and turns round axle three and drives two recessed circular arc cuttves to rotate in rotation; Soil cutting is become the stake body of middle big hole, the right and left small sircle hole by drill bit one, drill bit two, drill bit three in rotation, two knife bars turning round axle one about both sides in rotation by left side small sircle hole and big hole lap-joint, the soil cutting stirring that is less than small sircle hole diameter region, two knife bars turning round axle two about both sides by the right small sircle hole and big hole lap-joint, the soil cutting stirring that is less than small sircle hole diameter region, so become middle circle in rotation, the circumference of two ends side combines hole body; The soil cutting of the right-hand member of combination hole body is become recessed round tongue and groove by two recessed circular arc cuttves in rotation, and the left side circular arc of the circular hole that the recessed round tongue and groove in right portion and left part drill bit one are formed matches; Add depression bar to be pressed into process downwards and form left end with convex circular arc, right-hand member with the circumference combination bore of recessed round tongue and groove.
The mode of operation of the stake wall that the present invention manufactures cement earth pile and the mutual grafting of concrete pile is as follows: first in the zero position needing pile axis, the mode of operation manufacturing cement earth pile according to above-mentioned agitation driller with agitation driller manufactures a cement-earth circumference built pillar, on the right side of this circumference built pillar, the distance of one, interval circumference built pillar manufacture the 2nd cement-earth circumference built pillar again, so manufacture multiple cement-earth circumference built pillar of one, multiple interval circumference built pillar distance, when the soil cement intensity of the circumference built pillar on both sides reaches certain intensity, the mode of operation manufacturing hole body according to above-mentioned agitation driller in spacing between every two cement-earths circumference built pillar manufactures a hole body respectively again, casting concrete in this hole body, form concrete circumference built pillar, the recessed round tongue and groove of the concrete circumference built pillar between every two cement-earths circumference built pillar is made to be fit to the convex circular arc of cement-earth circumference built pillar, the convex circular arc of the concrete circumference built pillar between every two cement-earths circumference built pillar is fit to the recessed round tongue and groove of cement-earth circumference built pillar, so formation cement-earth circumference built pillar and concrete circumference built pillar are spaced the stake wall of mutual grafting, for the gear soil of building foundation, antiseep.
Claims (1)
1. having an area of a built pillar agitation driller, add depression bar 1 time end and be fixed on motor 4 upper end, the lower end of motor is fixed with driving machine 35, and driving machine three times ends are provided with drilling rod 3 10, and drilling rod three times ends are fixed with drill bit 3 13; The bottom left end adding depression bar is fixed on the right-hand member of cross bar 1, and the upper end of vertical rod 1 is fixed in the left end bottom of cross bar one, and the lower end of vertical rod one is fixed with driving machine 1, and the lower end of driving machine one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member adding depression bar is fixed on the left end of cross bar 23, and the upper end of vertical rod 27 is fixed in the right-hand member bottom of cross bar two, and the lower end of vertical rod two is fixed with driving machine 29, and the lower end of driving machine two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; Driving machine three is turned round axle one 16 by one with driving between machine one and is connected, the middle upper portion turning round axle 1 is fixed on the lower end of a fixed link 18, the upper end left part of this fixed link fixes a knife bar, the middle lower portion turning round axle one is fixed on the upper end of another fixed link 18, and the lower end left part of this fixed link also fixes a knife bar 20; Driving machine three is turned round axle two 17 by one with driving between machine two and is connected, the middle upper portion turning round axle 2 17 is fixed on the lower end of a fixed link 18, a knife bar is fixed in right portion, the upper end of this fixed link, the middle lower portion turning round axle two is fixed on the upper end of another fixed link 18, and a knife bar is also fixed in the right portion of lower end of this fixed link; The starboard quarter of driving machine two and right front are respectively equipped with one and turn round axle 3 21, and each right-hand member turning round axle three fixes a recessed circular arc cutter 19 respectively; It is characterized in that:
Agitation driller manufactures the mode of operation of cement-earth circumference built pillar: during work, grout pump is to drill bit one, drill bit two, drill bit three respectively jet cement slurry, and during work, by adding, agitation driller is applied downward pressure to the pressurizing device of pile frame by depression bar; Motor drives driving machine three to operate, driving machine three drives machine one to operate by turning round the rotating drive of axle one, driving machine three drives machine two to operate by turning round the rotating drive of axle two, driving machine one is rotated by the rotating drive drill bit one of drilling rod one in the running, driving machine two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driving machine three is rotated by the rotating drive drill bit three of drilling rod three in the running; Turn round axle one drives two knife bars to rotate by two fixed links turned round on axle one in rotation, turns round axle two and drives two knife bars to rotate by two fixed links turned round on axle two in rotation; Driving machine two drives two to turn round axle three in running and rotates, and turns round axle three and drives two recessed circular arc cuttves to rotate in rotation; Soil cutting and grout are stirred into the stake body of middle big column, the right and left small column by drill bit one, drill bit two, drill bit three in rotation, two knife bars turning round axle one about both sides in rotation by left side small column and big column lap-joint, the soil cutting stirring that is less than small column diameter region, two knife bars turning round axle two about both sides by the right small column and big column lap-joint, the soil cutting stirring that is less than small column diameter region, so become the circumference built pillar body of middle circle, two ends side in rotation; The soil cutting of the right-hand member of built pillar body and grout are stirred into recessed round tongue and groove by two recessed circular arc cuttves in rotation, and the left side circular arc of the round stake that the recessed round tongue and groove in right portion and left part drill bit one are formed matches; Add depression bar to be pressed into process downwards and form left end with convex circular arc, right-hand member with the circumference built pillar of recessed round tongue and groove;
Agitation driller manufactures the mode of operation of concrete circumference built pillar: during work, grout pump is to drill bit one, drill bit two, drill bit three respectively inject high pressure water, and during work, by adding, agitation driller is applied downward pressure to the pressurizing device of pile frame by depression bar; Motor drives driving machine three to operate, driving machine three drives machine one to operate by turning round the rotating drive of axle one, driving machine three drives machine two to operate by turning round the rotating drive of axle two, driving machine one is rotated by the rotating drive drill bit one of drilling rod one in the running, driving machine two is rotated by the rotating drive drill bit two of drilling rod two in the running, and driving machine three is rotated by the rotating drive drill bit three of drilling rod three in the running; Turn round axle one drives two knife bars to rotate by two fixed links turned round on axle one in rotation, turns round axle two and drives two knife bars to rotate by two fixed links turned round on axle two in rotation; Driving machine two drives two to turn round axle three in running and rotates, and turns round axle three and drives two recessed circular arc cuttves to rotate in rotation; Soil cutting is become the stake body of middle big hole, the right and left small sircle hole by drill bit one, drill bit two, drill bit three in rotation, two knife bars turning round axle one about both sides in rotation by left side small sircle hole and big hole lap-joint, the soil cutting stirring that is less than small sircle hole diameter region, two knife bars turning round axle two about both sides by the right small sircle hole and big hole lap-joint, the soil cutting stirring that is less than small sircle hole diameter region, so become middle circle in rotation, the circumference of two ends side combines hole body; The soil cutting of the right-hand member of combination hole body is become recessed round tongue and groove by two recessed circular arc cuttves in rotation, and the left side circular arc of the circular hole that the recessed round tongue and groove in right portion and left part drill bit one are formed matches; Add depression bar to be pressed into process downwards and form left end with convex circular arc, right-hand member with the circumference combination bore of recessed round tongue and groove;
The mode of operation of the stake wall that agitation driller manufactures cement earth pile and the mutual grafting of concrete pile is as follows: first in the zero position needing pile axis, the mode of operation manufacturing cement earth pile according to above-mentioned agitation driller with agitation driller manufactures a cement-earth circumference built pillar, on the right side of this circumference built pillar, the distance of one, interval circumference built pillar manufacture the 2nd cement-earth circumference built pillar again, so manufacture multiple cement-earth circumference built pillar of one, multiple interval circumference built pillar distance, when the soil cement intensity of the circumference built pillar on both sides reaches certain intensity, the mode of operation manufacturing hole body according to above-mentioned agitation driller in spacing between every two cement-earths circumference built pillar manufactures a hole body respectively again, casting concrete in this hole body, form concrete circumference built pillar, the recessed round tongue and groove of the concrete circumference built pillar between every two cement-earths circumference built pillar is made to be fit to the convex circular arc of cement-earth circumference built pillar, the convex circular arc of the concrete circumference built pillar between every two cement-earths circumference built pillar is fit to the recessed round tongue and groove of cement-earth circumference built pillar, so formation cement-earth circumference built pillar and concrete circumference built pillar are spaced the stake wall of mutual grafting, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012211.8A CN105649021A (en) | 2015-12-31 | 2015-12-31 | Mixing rig for square-round combined piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012211.8A CN105649021A (en) | 2015-12-31 | 2015-12-31 | Mixing rig for square-round combined piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649021A true CN105649021A (en) | 2016-06-08 |
Family
ID=56477203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012211.8A Withdrawn CN105649021A (en) | 2015-12-31 | 2015-12-31 | Mixing rig for square-round combined piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105649021A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887858A (en) * | 2016-06-15 | 2016-08-24 | 姜西忠 | Drilling machine |
| CN105971496A (en) * | 2016-06-15 | 2016-09-28 | 姜西忠 | Drill jig |
| CN106088006A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of abnormity rig |
| CN106088004A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of engineering driller |
| CN106088005A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of cutting drill |
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 |
| CN1326034A (en) * | 2000-05-31 | 2001-12-12 | 北京振冲工程股份有限公司 | Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method |
| 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 |
| CN105040682A (en) * | 2015-06-05 | 2015-11-11 | 张璐 | Implementation method for composite pile one-time molding equipment |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2015
- 2015-12-31 CN CN201511012211.8A patent/CN105649021A/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 |
| CN1326034A (en) * | 2000-05-31 | 2001-12-12 | 北京振冲工程股份有限公司 | Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method |
| 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 |
| CN105040682A (en) * | 2015-06-05 | 2015-11-11 | 张璐 | Implementation method for composite pile one-time molding equipment |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887858A (en) * | 2016-06-15 | 2016-08-24 | 姜西忠 | Drilling machine |
| CN105971496A (en) * | 2016-06-15 | 2016-09-28 | 姜西忠 | Drill jig |
| CN106088006A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of abnormity rig |
| CN106088004A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of engineering driller |
| CN106088005A (en) * | 2016-06-15 | 2016-11-09 | 姜西忠 | A kind of cutting drill |
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Application publication date: 20160608 |