CN105421379A - Rectangular composite drilling and mixing machine - Google Patents
Rectangular composite drilling and mixing machine Download PDFInfo
- Publication number
- CN105421379A CN105421379A CN201511012212.2A CN201511012212A CN105421379A CN 105421379 A CN105421379 A CN 105421379A CN 201511012212 A CN201511012212 A CN 201511012212A CN 105421379 A CN105421379 A CN 105421379A
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- Prior art keywords
- driver
- drill bit
- rotation
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- arm
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- 238000005553 drilling Methods 0.000 title claims abstract description 36
- 239000002131 composite material Substances 0.000 title abstract 18
- 239000002689 soil Substances 0.000 claims abstract description 41
- 239000004568 cement Substances 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims abstract description 9
- 238000003756 stirring Methods 0.000 claims description 90
- 150000001875 compounds Chemical class 0.000 claims description 43
- 238000000034 method Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 10
- 230000005540 biological transmission Effects 0.000 claims description 6
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 4
- 230000036346 tooth eruption Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000011378 shotcrete Substances 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 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
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses a rectangular composite drilling and mixing machine. A plurality of cement rectangular composite piles which are spaced at a distance of one rectangular composite pile in pairs are manufactured; when the strength of the cement of the rectangular composite piles on two sides achieves a certain level, rectangular composite holes are respectively formed in the distances between every two cement rectangular composite piles according to a working manner of the drilling and mixing machine for manufacturing rectangular composite holes; concrete is poured in the rectangular composite holes to form concrete rectangular composite piles to ensure that the trapezoidal rabbets of the concrete rectangular composite piles between every two cement rectangular composite piles are matched with the wedge-shaped heads of the cement rectangular composite piles, and the wedge-shaped heads of the concrete rectangular composite piles between every two cement rectangular composite piles are matched with the trapezoidal rabbets of the cement rectangular composite piles; and in such way, a piling wall in which the cement rectangular composite piles and the concrete rectangular composite piles are arranged at regular intervals and connected with each other is formed and used for the soil blocking and leakage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of boring and stir machine, the rectangle combination drill particularly used in a kind of building foundation engineering stirs machine.
Background technology
It is by the multiple drill bit rotational of power drive that cement earth boring auger stirs machine, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, the cement earth boring auger of other pattern stirs the assembly that pile body formed by machine is all multiple cement-soil cylinder, is not the rectangle combination cement-soil pile of mutual interface.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of rectangle combination drill and stirs machine.
The present invention is achieved through the following technical solutions:
A kind of rectangle combination drill stirs machine, and motor upper end is fixed in mobile jib lower end, and motor lower end is fixed with driver three, and driver three lower end is provided with drilling rod three, and drilling rod three lower end is fixed with drill bit three; The bottom left end of mobile jib is fixed on the right-hand member of left bar, and the upper end of pole one is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver one, and the lower end of driver 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 of mobile jib is fixed on the left end of right bar, and the upper end of pole two is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver two, and the lower end of driver two is provided with drilling rod two, and the lower end of drilling rod two is fixed with drill bit two; By rotating shaft one connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod, and the upper end right part of this connecting rod is fixed with one and stirs arm one, and the upper left end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft two connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth respectively; The right back of driver two and right front export a rotating shaft three respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter one respectively, and the left end of driver one exports a rotating shaft four, and the left end of rotating shaft four fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the piling wall of cement-soil rectangle compound pile and the mutual wedged interface of concrete rectangular compound pile, 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 structural representation of the present invention;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is the cross-sectional view of the mutual wedged interface of multiple compound pile;
In figure: 1, mobile jib, 2, left bar, 3, right bar, 4, motor, 5, driver three, 6, pole one, 7, pole two, 8, driver one, 9, driver two, 10, drilling rod three, 11, drilling rod one, 12, drilling rod two, 13, drill bit three, 14, drill bit one, 15, drill bit two, 16, rotating shaft one, 17, rotating shaft two, 18, connecting rod, 19, stir arm one, 20, stir arm two, 21, cutting teeth, 22, rotating shaft three, 23, trapezoidal cutter one, 24, rotating shaft four, 25, trapezoidal cutter two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 4 upper end is fixed in this embodiment mobile jib 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of mobile jib is fixed on the right-hand member of left bar 2, and the upper end of pole 1 is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver 1, and the lower end of driver 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 of mobile jib is fixed on the left end of right bar 3, and the upper end of pole 27 is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; By rotating shaft 1 connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod 18, the upper end right part of this connecting rod is fixed with one and stirs arm 1, and the upper left end of this connecting rod is fixed with one and stirs arm 2 20; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft 2 17 connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth 21 respectively; The right back of driver two and right front export a rotating shaft 3 22 respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a rotating shaft 4 24, and the left end of rotating shaft four fixes a trapezoidal cutter 2 25.
The diameter of drill bit one and the equal diameters of drill bit two.
The diameter of drill bit three is greater than the diameter of drill bit one or drill bit two.
Upper and lower two equal diameters of stirring distance between arm one and drill bit three in driver three left side.
Upper and lower two equal diameters of stirring distance between arm one and drill bit three on the right of driver three.
Upper and lower two equal diameters of stirring distance between arm two and drill bit one in driver three left side.
Upper and lower two equal diameters of stirring distance between arm two and drill bit two on the right of driver three.
The present invention manufactures the working method of cement-soil rectangle compound pile: during work, high-pressure pump is to drill bit one, drill bit two, drill bit three gunite respectively, and during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Earth is cut the lap body stirring into cylinder broad in the middle, the right and left small column with cement paste by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the cylinder of centre are stirred into rectangular column, four stir arm two in rotation, cylinder lap-joint is less than drill bit one, drill bit two diameter region stir; The combination pile body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; The soil cutting of the right-hand member of combination pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into sphenocephaly by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; Mobile jib is compressed into process and is formed left end with sphenocephaly, right-hand member with the rectangle compound pile of trapezoidal tongue and groove downwards.
The present invention manufactures the working method of concrete rectangular compound pile: during work, high-pressure pump is to drill bit one, drill bit two, drill bit three inject high pressure water respectively, and during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Soil cutting is stirred into the lap body of circular hole broad in the middle, the right and left small sircle hole by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the circular hole of centre are cut into rectangular opening, four stir arm two in rotation, circular hole lap-joint is less than drill bit one, drill bit two diameter region cut stir; The combination hole body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; Two trapezoidal cuttves one will combine the soil cutting tongue and groove in echelon of the right-hand member of hole body in rotation, and trapezoidal cutter two is by the soil cutting wedgewise head of the left end of hole body in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and mobile jib is compressed into process and formed left end with sphenocephaly, right-hand member with the rectangle combination bore of trapezoidal tongue and groove downwards.
The working method that the present invention manufactures the piling wall of cement earth pile and the mutual interface of concrete pile is as follows: first in the original position needing pile axis, stir machine according to above-mentioned brill and manufacture the working method of cement earth pile with boring the machine that stirs and manufacture a cement-soil rectangle compound pile, on the right side of this rectangle compound pile, the distance of the rectangle compound pile in interval manufactures second cement-soil rectangle compound pile again, so manufactures multiple cement-soil rectangle compound piles of the rectangle compound pile distance in multiple interval, when the soil cement intensity of the rectangle compound pile on both sides reaches some strength, stirring according to above-mentioned brill the working method that machine manufactures rectangle combination bore and manufacture a rectangle combination bore respectively in the spacing again between every two cement-soil rectangle compound piles, concreting in this rectangle combination bore, form concrete rectangular compound pile, the trapezoidal tongue and groove of the concrete rectangular compound pile between every two cement-soil rectangle compound piles is made to be fit to the sphenocephaly of cement-soil rectangle compound pile, the sphenocephaly of the concrete rectangular compound pile between every two cement-soil rectangle compound piles is fit to the trapezoidal tongue and groove of cement-soil rectangle compound pile, formation cement-soil rectangle compound pile like this and concrete rectangular compound pile are spaced the piling wall of mutual interface, for the gear soil of building foundation, antiseep.
Claims (7)
1. rectangle combination drill stirs a machine, and motor 4 upper end is fixed in mobile jib 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of mobile jib is fixed on the right-hand member of left bar 2, and the upper end of pole 1 is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver 1, and the lower end of driver 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 of mobile jib is fixed on the left end of right bar 3, and the upper end of pole 27 is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; By rotating shaft 1 connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod 18, the upper end right part of this connecting rod is fixed with one and stirs arm 1, and the upper left end of this connecting rod is fixed with one and stirs arm 2 20; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft 2 17 connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth 21 respectively; The right back of driver two and right front export a rotating shaft 3 22 respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a rotating shaft 4 24, and the left end of rotating shaft four fixes a trapezoidal cutter 2 25; It is characterized in that:
Bore the working method that the machine that stirs manufactures cement-soil rectangle compound pile: during work, high-pressure pump is to drill bit one, drill bit two, drill bit three gunite respectively, and during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Earth is cut the lap body stirring into cylinder broad in the middle, the right and left small column with cement paste by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the cylinder of centre are stirred into rectangular column, four stir arm two in rotation, cylinder lap-joint is less than drill bit one, drill bit two diameter region stir; The combination pile body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; The soil cutting of the right-hand member of combination pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into sphenocephaly by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; Mobile jib is compressed into process and is formed left end with sphenocephaly, right-hand member with the rectangle compound pile of trapezoidal tongue and groove downwards;
Bore the working method that the machine that stirs manufactures concrete rectangular compound pile: during work, high-pressure pump is to drill bit one, drill bit two, drill bit three inject high pressure water respectively, and during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Soil cutting is stirred into the lap body of circular hole broad in the middle, the right and left small sircle hole by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the circular hole of centre are cut into rectangular opening, four stir arm two in rotation, circular hole lap-joint is less than drill bit one, drill bit two diameter region cut stir; The combination hole body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; Two trapezoidal cuttves one will combine the soil cutting tongue and groove in echelon of the right-hand member of hole body in rotation, and trapezoidal cutter two is by the soil cutting wedgewise head of the left end of hole body in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and mobile jib is compressed into process and formed left end with sphenocephaly, right-hand member with the rectangle combination bore of trapezoidal tongue and groove downwards;
The working method of boring the piling wall stirring machine manufacture cement earth pile and the mutual interface of concrete pile is as follows: first in the original position needing pile axis, stir machine according to above-mentioned brill and manufacture the working method of cement earth pile with boring the machine that stirs and manufacture a cement-soil rectangle compound pile, on the right side of this rectangle compound pile, the distance of the rectangle compound pile in interval manufactures second cement-soil rectangle compound pile again, so manufactures multiple cement-soil rectangle compound piles of the rectangle compound pile distance in multiple interval, when the soil cement intensity of the rectangle compound pile on both sides reaches some strength, stirring according to above-mentioned brill the working method that machine manufactures rectangle combination bore and manufacture a rectangle combination bore respectively in the spacing again between every two cement-soil rectangle compound piles, concreting in this rectangle combination bore, form concrete rectangular compound pile, the trapezoidal tongue and groove of the concrete rectangular compound pile between every two cement-soil rectangle compound piles is made to be fit to the sphenocephaly of cement-soil rectangle compound pile, the sphenocephaly of the concrete rectangular compound pile between every two cement-soil rectangle compound piles is fit to the trapezoidal tongue and groove of cement-soil rectangle compound pile, formation cement-soil rectangle compound pile like this and concrete rectangular compound pile are spaced the piling wall of mutual interface, for the gear soil of building foundation, antiseep.
2. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: the diameter of described drill bit one and the equal diameters of drill bit two.
3. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: the diameter of described drill bit three is greater than the diameter of drill bit one or drill bit two.
4. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm one and drill bit three in described driver three left side.
5. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm one and drill bit three on the right of described driver three.
6. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm two and drill bit one in described driver three left side.
7. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm two and drill bit two on the right of described driver three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012212.2A CN105421379A (en) | 2015-12-31 | 2015-12-31 | Rectangular composite drilling and mixing machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012212.2A CN105421379A (en) | 2015-12-31 | 2015-12-31 | Rectangular composite drilling and mixing machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421379A true CN105421379A (en) | 2016-03-23 |
Family
ID=55499890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012212.2A Withdrawn CN105421379A (en) | 2015-12-31 | 2015-12-31 | Rectangular composite drilling and mixing machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN105421379A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649016A (en) * | 2015-12-31 | 2016-06-08 | 卢兴耐 | Rectangular combination drilling and stirring machine |
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|---|---|---|---|---|
| CN104612132A (en) * | 2015-02-28 | 2015-05-13 | 刘玉秋 | Baffle stirring pile wall machine |
| CN104612178A (en) * | 2014-12-31 | 2015-05-13 | 张永忠 | Cement-soil mixing wall former |
| CN104831718A (en) * | 2015-06-05 | 2015-08-12 | 赵子健 | Implementation method for rhombus composite stirring pile forming machine |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN105002893A (en) * | 2015-06-05 | 2015-10-28 | 张永忠 | Implementation method for secant pile forming machine |
| CN105421350A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Rectangular combination stirring and drilling machine |
| CN105649016A (en) * | 2015-12-31 | 2016-06-08 | 卢兴耐 | Rectangular combination drilling and stirring machine |
-
2015
- 2015-12-31 CN CN201511012212.2A patent/CN105421379A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612178A (en) * | 2014-12-31 | 2015-05-13 | 张永忠 | Cement-soil mixing wall former |
| CN104612132A (en) * | 2015-02-28 | 2015-05-13 | 刘玉秋 | Baffle stirring pile wall machine |
| CN104947657A (en) * | 2015-05-18 | 2015-09-30 | 宋姝娴 | Multi-head stirring and pile arranging machine |
| CN104831718A (en) * | 2015-06-05 | 2015-08-12 | 赵子健 | Implementation method for rhombus composite stirring pile forming machine |
| CN105002893A (en) * | 2015-06-05 | 2015-10-28 | 张永忠 | Implementation method for secant pile forming machine |
| CN105421350A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Rectangular combination stirring and drilling machine |
| CN105649016A (en) * | 2015-12-31 | 2016-06-08 | 卢兴耐 | Rectangular combination drilling and stirring machine |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649016A (en) * | 2015-12-31 | 2016-06-08 | 卢兴耐 | Rectangular combination drilling and stirring machine |
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Application publication date: 20160323 |
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| WW01 | Invention patent application withdrawn after publication |