CN105862736A - Locking mixing pile machine - Google Patents
Locking mixing pile machine Download PDFInfo
- Publication number
- CN105862736A CN105862736A CN201610253821.5A CN201610253821A CN105862736A CN 105862736 A CN105862736 A CN 105862736A CN 201610253821 A CN201610253821 A CN 201610253821A CN 105862736 A CN105862736 A CN 105862736A
- Authority
- CN
- China
- Prior art keywords
- tool post
- trapezoidal tool
- convex
- recessed
- fore shaft
- 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- Withdrawn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 11
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E02D2300/0023—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)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a trapezoid locking mixing pile machine. According to the trapezoid locking mixing pile machine, a plurality of concrete locking piles which are spaced from one another by the distance of one locking pile are manufactured; when the concrete strength of the locking piles on the two sides reaches a certain value, one concrete locking pile is further manufactured in the space between every two locking piles by means of the trapezoid locking mixing pile machine according to the operating mode of the trapezoid locking mixing pile machine, the concave trapezoid head of the left end of the locking pile between every two locking piles is made to be matched with the convex trapezoid head of the right end of the locking pile on the left side, and the convex trapezoid head of the right end of the locking pile between the two locking piles is made to be matched with the concave trapezoid head of the left end of the locking pile on the right side; and in this way, a concrete pile wall which is formed by mutually locking the multiple concrete locking piles in a trapezoid mode is obtained, and the concrete pile wall is used for soil retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates to a kind of mixing pile machine, the trapezoidal fore shaft 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, trapezoidal fore shaft mixing pile machine can only manufacture Soil-cement piling wall.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of trapezoidal fore shaft mixing pile machine that can manufacture the mutual trapezoidal fore shaft of multiple concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of trapezoidal fore shaft 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 the recessed trapezoidal tool post of first half, and the rear end rotating shaft of motor one is fixed with later half recessed trapezoidal 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 front semi-convex trapezoidal tool post, and the rear end rotating shaft of motor two is fixed with rear semi-convex trapezoidal tool post；The recessed trapezoidal tool post of first half and later half recessed trapezoidal tool post one recessed trapezoidal tool post of composition, the side surface of recessed trapezoidal tool post is provided with multiple cutter head；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post one convex trapezoidal tool post of composition, the side surface of convex trapezoidal tool post is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
The present invention has a following feature:
The present invention can manufacture the cement-soil pile of the mutual trapezoidal fore shaft of multiple concrete fore shaft stake, 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 mutual fore shaft figure of multiple locking notch pile.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, the recessed trapezoidal tool post of first half, 5, front semi-convex trapezoidal tool post, 6, motor one, 7, motor two, 8, cutter head, 9, later half recessed trapezoidal tool post, 10, rear semi-convex trapezoidal 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 the recessed trapezoidal tool post 4 of first half, and the rear end rotating shaft 11 of motor one is fixed with later half recessed trapezoidal 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 front semi-convex trapezoidal tool post 5, and the rear end rotating shaft of motor two is fixed with rear semi-convex trapezoidal tool post 10；The recessed trapezoidal tool post of first half and later half recessed trapezoidal tool post one recessed trapezoidal tool post of composition, the side surface of recessed trapezoidal tool post is provided with multiple cutter head 8；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post one convex trapezoidal tool post of composition, the side surface of convex trapezoidal tool post is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide.
The present invention is also equipped with grouting pump, during work, grouting pump irrigates water under high pressure to the position between recessed trapezoidal tool post and convex trapezoidal tool post, motor one drives the recessed trapezoidal tool post of first half and later half recessed trapezoidal tool post to rotate forward, motor two drive front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post reversion, the recessed trapezoidal tool post of first half, later half recessed trapezoidal tool post and front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post of first half, later half recessed trapezoidal tool post, and right-hand member is cut into convex bathrocephaly in rotation by front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post；The recessed bathrocephaly of left part matches with the convex bathrocephaly 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 recessed bathrocephaly, right-hand member with the hole of convex bathrocephaly, casting concrete in this hole, formation concrete fore shaft stake during being pressed into.
The work process of the mutual trapezoidal fore shaft of multiple concrete fore shaft stakes is as follows: first in the original position needing pile axis, a hole is manufactured according to the working method of above-mentioned trapezoidal fore shaft mixing pile machine with trapezoidal fore shaft mixing pile machine, casting concrete, formation concrete fore shaft stake in this hole, on the right side of this concrete fore shaft stake, the distance of one locking notch pile in interval remanufacture second concrete fore shaft stake, so manufacture multiple concrete fore shaft stakes of one the locking notch pile distance in multiple intervals；When the concrete strength of the locking notch pile on both sides reaches a timing, again in the spacing between each two locking notch pile, manufacture a concrete fore shaft stake with trapezoidal fore shaft mixing pile machine according to the working method of above-mentioned trapezoidal fore shaft mixing pile machine, the recessed bathrocephaly making the locking notch pile left end between each two locking notch pile is fit to the convex bathrocephaly of left side locking notch pile right-hand member, the convex bathrocephaly of locking notch pile right-hand member be fit to the right locking notch pile left end recessed bathrocephaly, it is thusly-formed the concrete pile wall of the mutual trapezoidal fore shaft of multiple concrete fore shaft stake, for gear soil, the antiseep on building basis.
Claims (1)
1. a fore shaft mixing pile machine；It is characterized in that:
Fore shaft mixing pile machine includes drilling rod (1), the upper end of fixation steel plate support one (2) on the left of drilling rod (1) lower end, 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 the recessed trapezoidal tool post of first half (4), and the rear end rotating shaft (11) of motor one is fixed with later half recessed trapezoidal 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 front semi-convex trapezoidal tool post (5), and the rear end rotating shaft of motor two is fixed with rear semi-convex trapezoidal tool post 10；The recessed trapezoidal tool post of first half and later half recessed trapezoidal tool post one recessed trapezoidal tool post of composition, the side surface of recessed trapezoidal tool post is provided with multiple cutter head (8)；Front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post one convex trapezoidal tool post of composition, the side surface of convex trapezoidal tool post is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal tool post cross section of recessed trapezoidal tool post cross section is coincide；
During the work of fore shaft mixing pile machine, grouting pump irrigates water under high pressure to the position between recessed trapezoidal tool post and convex trapezoidal tool post, motor one drives the recessed trapezoidal tool post of first half and later half recessed trapezoidal tool post to rotate forward, motor two drive front semi-convex trapezoidal tool post and rear semi-convex trapezoidal tool post reversion, the recessed trapezoidal tool post of first half, later half recessed trapezoidal tool post and front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal tool post of first half, later half recessed trapezoidal tool post, and right-hand member is cut into convex bathrocephaly in rotation by front semi-convex trapezoidal tool post, rear semi-convex trapezoidal tool post；The recessed bathrocephaly of left part matches with the convex bathrocephaly 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 recessed bathrocephaly, right-hand member with the hole of convex bathrocephaly, casting concrete in this hole, formation concrete fore shaft stake during being pressed into；
The work process of the mutual trapezoidal fore shaft of multiple concrete fore shaft stakes: first in the original position needing pile axis, a hole is manufactured according to the working method of above-mentioned trapezoidal fore shaft mixing pile machine with trapezoidal fore shaft mixing pile machine, casting concrete, formation concrete fore shaft stake in this hole, on the right side of this concrete fore shaft stake, the distance of one locking notch pile in interval remanufacture second concrete fore shaft stake, so manufacture multiple concrete fore shaft stakes of one the locking notch pile distance in multiple intervals；When the concrete strength of the locking notch pile on both sides reaches a timing, again in the spacing between each two locking notch pile, manufacture a concrete fore shaft stake with trapezoidal fore shaft mixing pile machine according to the working method of above-mentioned trapezoidal fore shaft mixing pile machine, the recessed bathrocephaly making the locking notch pile left end between each two locking notch pile is fit to the convex bathrocephaly of left side locking notch pile right-hand member, the convex bathrocephaly of locking notch pile right-hand member be fit to the right locking notch pile left end recessed bathrocephaly, it is thusly-formed the concrete pile wall of the mutual trapezoidal fore shaft of multiple concrete fore shaft stake, for gear soil, the antiseep on building basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253821.5A CN105862736A (en) | 2016-04-23 | 2016-04-23 | Locking mixing pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253821.5A CN105862736A (en) | 2016-04-23 | 2016-04-23 | Locking mixing pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862736A true CN105862736A (en) | 2016-08-17 |
Family
ID=56633815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253821.5A Withdrawn CN105862736A (en) | 2016-04-23 | 2016-04-23 | Locking mixing pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105862736A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862754A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Trapezoidal-lock mixing type pile forming machine |
| CN106988677A (en) * | 2017-04-15 | 2017-07-28 | 胡彦主 | A kind of engineering hole digging machine |
-
2016
- 2016-04-23 CN CN201610253821.5A patent/CN105862736A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862754A (en) * | 2016-04-23 | 2016-08-17 | 宗福海 | Trapezoidal-lock mixing type pile forming machine |
| CN106988677A (en) * | 2017-04-15 | 2017-07-28 | 胡彦主 | A kind of engineering hole digging machine |
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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: 20160817 |
|
| WW01 | Invention patent application withdrawn after publication |