CN105839632A - Double-rectangular-locking mixing pile machine - Google Patents
Double-rectangular-locking mixing pile machine Download PDFInfo
- Publication number
- CN105839632A CN105839632A CN201610396225.2A CN201610396225A CN105839632A CN 105839632 A CN105839632 A CN 105839632A CN 201610396225 A CN201610396225 A CN 201610396225A CN 105839632 A CN105839632 A CN 105839632A
- Authority
- CN
- China
- Prior art keywords
- tool post
- interlocking
- concrete
- rectangle
- rectangle tool
- 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- Withdrawn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 10
- 208000007623 Lordosis Diseases 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 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
- 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
- E02D2200/1607—Shapes round, e.g. circle
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)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a double-rectangular-locking mixing pile machine. A plurality of concrete locking piles are manufactured at an interval of a locking pile. When the strength of concrete of the locking piles on the two sides reaches a certain value, a concrete locking pile is manufactured in the gap between every two locking piles through the double-rectangular-locking mixing pile machine according to the work mode in which concrete piles are manufactured through the double-rectangular-locking mixing pile machine, so that concave rectangular end sockets at the left end of the concrete locking pile between every two concrete locking piles are matched with convex rectangular end sockets at the right end of the concrete locking pile on the left side, convex rectangular end sockets at the right end of the concrete locking pile between every two concrete locking piles are matched with concave rectangular end sockets at the left end of the concrete locking pile on the right side, and in this way, a pile wall where the concrete locking piles are in double rectangular locking is formed and used for blocking soil and preventing seepage of a building foundation.
Description
Technical field
The present invention relates to a kind of mixing pile machine, the double square interlocking mixing pile machine used in a kind of building foundation engineering.
Background technology
Cement-soil mixing pile machine is, by cutting agitating device, with cement mortar, the soil body of underground is stirred pile, and at present, double square interlocking mixing pile machine can only manufacture Soil-cement piling wall.
Summary of the invention
The invention provides a kind of double square interlocking mixing pile machine that can manufacture multiple concrete pile body mutual double square interlocking.
The present invention is achieved through the following technical solutions:
A kind of double square interlocking mixing pile machine, the upper end of fixation steel plate support one on the left of drilling rod lower end, the centre of motor one shell is fixed in the lower end of steel plate support one, and the front end rotating shaft of motor one is fixed with front recessed rectangle tool post, and the rear end rotating shaft of motor one is fixed with rear recessed rectangle tool post；On the right side of drilling rod lower end, fixation steel plate supports the upper end of two, and the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end rotating shaft of motor two is fixed with lordosis rectangle tool post, and the rear end rotating shaft of motor two is fixed with rear convex rectangle tool post；The side surface of front recessed rectangle tool post is provided with multiple cutter head, and the side surface of rear recessed rectangle tool post is provided with multiple cutter head；The side surface of lordosis rectangle tool post is provided with multiple cutter head；The side surface of rear convex rectangle tool post is provided with multiple cutter head；The recessed rectangle of front recessed rectangle tool post cross section coincide with the convex rectangle of lordosis rectangle tool post cross section, and the recessed rectangle of rear recessed rectangle tool post cross section coincide with the convex rectangle of rear convex rectangle tool post cross section.
The present invention has a following feature:
The present invention can manufacture the piling wall of multiple concrete pile body mutual double square interlocking, 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 front view of the present invention；
Fig. 2 is the rearview of the present invention
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the cross-sectional view of the mutual interlocking of multiple interlocking stake.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, front recessed rectangle tool post, 5, lordosis rectangle tool post, 6, motor one, 7, motor two, 8, cutter head, 9, rear recessed rectangle tool post, 10, rear convex rectangle tool post, 11, rotating shaft.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the upper end of fixation steel plate support 1 on the left of this embodiment drilling rod 1 lower end, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end rotating shaft 11 of motor one is fixed with front recessed rectangle tool post 4, and the rear end rotating shaft 11 of motor one is fixed with rear recessed rectangle tool post 9；On the right side of drilling rod 1 lower end, fixation steel plate supports the upper end of 23, and the centre of motor 27 shell is fixed in the lower end of steel plate support two, and the front end rotating shaft 11 of motor two is fixed with lordosis rectangle tool post 5, and the rear end rotating shaft of motor two is fixed with rear convex rectangle tool post 10；The side surface of front recessed rectangle tool post is provided with multiple cutter head 8, and the side surface of rear recessed rectangle tool post is provided with multiple cutter head 8；The side surface of lordosis rectangle tool post is provided with multiple cutter head；The side surface of rear convex rectangle tool post is provided with multiple cutter head；The recessed rectangle of front recessed rectangle tool post cross section coincide with the convex rectangle of lordosis rectangle tool post cross section, and the recessed rectangle of rear recessed rectangle tool post cross section coincide with the convex rectangle of rear convex rectangle tool post cross section.
Described front recessed rectangle tool post is the circular cylinder of middle rectangular depression.
After described, recessed rectangle tool post is the circular cylinder of middle rectangular depression.
Described lordosis rectangle tool post is the circular cylinder of middle rectangular protrusion.
After described, convex rectangle tool post is the circular cylinder of middle rectangular protrusion.
The course of work that the present invention manufactures concrete interlocking stake is as follows: during work, grouting pump irrigates water under high pressure to the position between recessed rectangle tool post and convex rectangle tool post, motor one drives front recessed rectangle tool post and rear recessed rectangle tool post to rotate forward, motor two drive lordosis rectangle tool post and rear convex rectangle tool post reversion, front recessed rectangle tool post, rear recessed rectangle tool post and lordosis rectangle tool post, rear convex rectangle tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave rectangle termination in rotation by front recessed rectangle tool post, rear recessed rectangle tool post, and right-hand member is cut into biconvex rectangle termination in rotation by lordosis rectangle tool post, rear convex rectangle tool post；The concave-concave rectangle termination of left part matches with the biconvex rectangle termination of right part；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod forms left end downwards with two recessed rectangle terminations, right-hand member with the hole of two convex rectangle terminations, casting concrete in this hole, formation concrete interlocking stake during being pressed into.
The course of work that the present invention manufactures multiple concrete interlocking stake mutual double square interlocking is as follows: in the original position needing pile axis, a concrete interlocking stake is manufactured according to the working method manufacturing concrete interlocking stake of above-mentioned double square interlocking mixing pile machine with double square interlocking mixing pile machine, on the right side of this concrete interlocking stake, the distance of one the interlocking stake in interval remanufacture second concrete interlocking stake, so manufacture one, multiple intervals interlocking pilespacing from multiple concrete interlocking stakes；When the concrete strength of the interlocking stake on both sides reaches a timing, again in the spacing between each two interlocking stake, the working method manufacturing concrete-pile according to above-mentioned double square interlocking mixing pile machine with double square interlocking mixing pile machine manufactures a concrete interlocking stake, the recessed rectangle termination making the concrete interlocking stake left end between each two concrete interlocking stake is fit to the convex rectangle termination of left side concrete interlocking stake right-hand member, the convex rectangle termination of the concrete interlocking stake right-hand member between each two concrete interlocking stake is fit to the recessed rectangle termination of the right concrete interlocking stake left end, it is thusly-formed the piling wall of multiple concrete interlocking stake mutual double square interlocking, gear soil for building basis, antiseep.
Claims (5)
1. a double square interlocking mixing pile machine；It is characterized in that:
Described double square interlocking mixing pile machine includes: on the left of drilling rod (1) lower end the upper end of fixation steel plate support one (2), the centre of motor one (6) shell is fixed in the lower end of steel plate support one, the front end rotating shaft (11) of motor one is fixed with front recessed rectangle tool post (4), and the rear end rotating shaft (11) of motor one is fixed with rear recessed rectangle tool post (9)；The upper end of fixation steel plate support two (3) on the right side of drilling rod (1) lower end, the centre of motor two (7) shell is fixed in the lower end of steel plate support two, the front end rotating shaft (11) of motor two is fixed with lordosis rectangle tool post (5), and the rear end rotating shaft of motor two is fixed with rear convex rectangle tool post (10)；The side surface of front recessed rectangle tool post is provided with multiple cutter head 8, and the side surface of rear recessed rectangle tool post is provided with multiple cutter head 8；The side surface of lordosis rectangle tool post is provided with multiple cutter head；The side surface of rear convex rectangle tool post is provided with multiple cutter head；The recessed rectangle of front recessed rectangle tool post cross section coincide with the convex rectangle of lordosis rectangle tool post cross section, and the recessed rectangle of rear recessed rectangle tool post cross section coincide with the convex rectangle of rear convex rectangle tool post cross section；
Described double square interlocking mixing pile machine manufactures the course of work of concrete interlocking stake: during work, grouting pump irrigates water under high pressure to the position between recessed rectangle tool post and convex rectangle tool post, motor one drives front recessed rectangle tool post and rear recessed rectangle tool post to rotate forward, motor two drive lordosis rectangle tool post and rear convex rectangle tool post reversion, front recessed rectangle tool post, rear recessed rectangle tool post and lordosis rectangle tool post, rear convex rectangle tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave rectangle termination in rotation by front recessed rectangle tool post, rear recessed rectangle tool post, and right-hand member is cut into biconvex rectangle termination in rotation by lordosis rectangle tool post, rear convex rectangle tool post；The concave-concave rectangle termination of left part matches with the biconvex rectangle termination of right part；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod forms left end downwards with two recessed rectangle terminations, right-hand member with the hole of two convex rectangle terminations, casting concrete in this hole, formation concrete interlocking stake during being pressed into；
The course of work that described double square interlocking mixing pile machine manufactures multiple concrete interlocking stake mutual double square interlocking is as follows: in the original position needing pile axis, a concrete interlocking stake is manufactured according to the working method manufacturing concrete interlocking stake of above-mentioned double square interlocking mixing pile machine with double square interlocking mixing pile machine, on the right side of this concrete interlocking stake, the distance of one the interlocking stake in interval remanufacture second concrete interlocking stake, so manufacture one, multiple intervals interlocking pilespacing from multiple concrete interlocking stakes；When the concrete strength of the interlocking stake on both sides reaches a timing, again in the spacing between each two interlocking stake, the working method manufacturing concrete-pile according to above-mentioned double square interlocking mixing pile machine with double square interlocking mixing pile machine manufactures a concrete interlocking stake, the recessed rectangle termination making the concrete interlocking stake left end between each two concrete interlocking stake is fit to the convex rectangle termination of left side concrete interlocking stake right-hand member, the convex rectangle termination of the concrete interlocking stake right-hand member between each two concrete interlocking stake is fit to the recessed rectangle termination of the right concrete interlocking stake left end, it is thusly-formed the piling wall of multiple concrete interlocking stake mutual double square interlocking, gear soil for building basis, antiseep.
Double square interlocking mixing pile machine the most according to claim 1, it is characterised in that: front recessed rectangle tool post is the circular cylinder of middle rectangular depression.
Double square interlocking mixing pile machine the most according to claim 1, it is characterised in that: after described, recessed rectangle tool post is the circular cylinder of middle rectangular depression.
Double square interlocking mixing pile machine the most according to claim 1, it is characterised in that: described lordosis rectangle tool post is the circular cylinder of middle rectangular protrusion.
Double square interlocking mixing pile machine the most according to claim 1, it is characterised in that: after described, convex rectangle tool post is the circular cylinder of middle rectangular protrusion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396225.2A CN105839632A (en) | 2016-06-07 | 2016-06-07 | Double-rectangular-locking mixing pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396225.2A CN105839632A (en) | 2016-06-07 | 2016-06-07 | Double-rectangular-locking mixing pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105839632A true CN105839632A (en) | 2016-08-10 |
Family
ID=56575507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610396225.2A Withdrawn CN105839632A (en) | 2016-06-07 | 2016-06-07 | Double-rectangular-locking mixing pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105839632A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065621A (en) * | 2016-08-22 | 2016-11-02 | 叶倩 | Interlocking Y shape rig |
| CN106088077A (en) * | 2016-08-22 | 2016-11-09 | 叶倩 | Connect button Y shape rig |
| CN106149706A (en) * | 2016-08-22 | 2016-11-23 | 叶倩 | Snap close Y shape rig |
| CN106193023A (en) * | 2016-08-22 | 2016-12-07 | 叶倩 | Engage Y shape rig |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105421422A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Semicircular locking-buckling equipment for pi-shaped piles and rectangular piles |
| CN105568968A (en) * | 2015-12-31 | 2016-05-11 | 卢兴耐 | Wedge-shaped inserting-buckling T-shaped pile drilling and stirring machine |
| CN105908714A (en) * | 2016-06-07 | 2016-08-31 | 王乐贵 | Double-rectangle mixing pile plug-in machine |
-
2016
- 2016-06-07 CN CN201610396225.2A patent/CN105839632A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105421422A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Semicircular locking-buckling equipment for pi-shaped piles and rectangular piles |
| CN105568968A (en) * | 2015-12-31 | 2016-05-11 | 卢兴耐 | Wedge-shaped inserting-buckling T-shaped pile drilling and stirring machine |
| CN105908714A (en) * | 2016-06-07 | 2016-08-31 | 王乐贵 | Double-rectangle mixing pile plug-in machine |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065621A (en) * | 2016-08-22 | 2016-11-02 | 叶倩 | Interlocking Y shape rig |
| CN106088077A (en) * | 2016-08-22 | 2016-11-09 | 叶倩 | Connect button Y shape rig |
| CN106149706A (en) * | 2016-08-22 | 2016-11-23 | 叶倩 | Snap close Y shape rig |
| CN106193023A (en) * | 2016-08-22 | 2016-12-07 | 叶倩 | Engage Y shape rig |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| 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: 20160810 |
|
| WW01 | Invention patent application withdrawn after publication |