CN105970927A - Double-V-shaped buckling type mixing pile machine - Google Patents
Double-V-shaped buckling type mixing pile machine Download PDFInfo
- Publication number
- CN105970927A CN105970927A CN201610396221.4A CN201610396221A CN105970927A CN 105970927 A CN105970927 A CN 105970927A CN 201610396221 A CN201610396221 A CN 201610396221A CN 105970927 A CN105970927 A CN 105970927A
- Authority
- CN
- China
- Prior art keywords
- arrangement
- tool post
- recessed
- snapping
- concrete
- 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- Withdrawn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
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 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
- 238000000034 method Methods 0.000 claims description 8
- 238000005520 cutting process Methods 0.000 claims description 5
- 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
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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- 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
- E02D2200/1664—Shapes polygonal made from multiple elements
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a double-V-shaped buckling type mixing pile machine. According to the double-V-shaped buckling type mixing pile machine, a plurality of concrete buckling piles which are spaced from one another by the distance of one buckling pile are manufactured; when the strength of the concrete of the buckling piles on the two sides reaches a certain value, a concrete buckling pile is manufactured in the interval between every two buckling piles through the double-V-shaped buckling type mixing pile machine according to the operating mode for concrete pile manufacturing of the double-V-shaped buckling type mixing pile machine, a concave V-shaped head of the left end of the concrete buckling pile between every two concrete buckling piles is made to be matched with a convex V-shaped head of the right end of the concrete buckling pile on the left side, and a convex V-shaped head of the right end of the concrete buckling pile between every two concrete buckling piles is made to be matched with a concave V-shaped head of the left end of the concrete buckling pile on the right side; and in this way, a pile wall formed through double-V-shaped buckling of the multiple concrete buckling piles is obtained, and the pile wall is used for soil retaining and leakage preventing of building foundations.
Description
Technical field
The present invention relates to a kind of mixing pile machine, the double V-arrangement snapping mixing pile machines 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 V-arrangement snapping mixing pile machines can only manufacture Soil-cement piling wall.
Summary of the invention
The invention provides a kind of double V-arrangement snapping mixing pile machines that can manufacture multiple concrete pile body the most double V-arrangement snapping.
The present invention is achieved through the following technical solutions:
A kind of double V-arrangement snapping mixing pile machine, on the left of drilling rod lower end the upper end of fixation steel plate support one, and 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 V-arrangement tool post, and the rear end rotating shaft of motor one is fixed with rear recessed V-arrangement 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 V-arrangement tool post, and the rear end rotating shaft of motor two is fixed with rear convex V-arrangement tool post；The side surface of front recessed V-arrangement tool post is provided with multiple cutter head, and the side surface of rear recessed V-arrangement tool post is provided with multiple cutter head；The side surface of lordosis V-arrangement tool post is provided with multiple cutter head；The side surface of rear convex V-arrangement tool post is provided with multiple cutter head；The recessed V-arrangement of front recessed V-arrangement tool post cross section coincide with the convex V-arrangement of lordosis V-arrangement tool post cross section, and the recessed V-arrangement of rear recessed V-arrangement tool post cross section coincide with the convex V-arrangement of rear convex V-arrangement tool post cross section.
The present invention has a following feature:
The present invention can manufacture the piling wall of multiple concrete pile body the most double V-arrangement snapping, 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 snapping of multiple snapping stake.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, front recessed V-arrangement tool post, 5, lordosis V-arrangement tool post, 6, motor one, 7, motor two, 8, cutter head, 9, rear recessed V-arrangement tool post, 10, rear convex V-arrangement 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 V-arrangement tool post 4, and the rear end rotating shaft 11 of motor one is fixed with rear recessed V-arrangement 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 V-arrangement tool post 5, and the rear end rotating shaft of motor two is fixed with rear convex V-arrangement tool post 10；The side surface of front recessed V-arrangement tool post is provided with multiple cutter head 8, and the side surface of rear recessed V-arrangement tool post is provided with multiple cutter head 8；The side surface of lordosis V-arrangement tool post is provided with multiple cutter head；The side surface of rear convex V-arrangement tool post is provided with multiple cutter head；The recessed V-arrangement of front recessed V-arrangement tool post cross section coincide with the convex V-arrangement of lordosis V-arrangement tool post cross section, and the recessed V-arrangement of rear recessed V-arrangement tool post cross section coincide with the convex V-arrangement of rear convex V-arrangement tool post cross section.
Described front recessed V-arrangement tool post is the circular cylinder of middle V-shaped depression.
After described, recessed V-arrangement tool post is the circular cylinder of middle V-shaped depression.
Described lordosis V-arrangement tool post is the circular cylinder of middle V-shaped protrusion.
After described, convex V-arrangement tool post is the circular cylinder of middle V-shaped protrusion.
The work process that the present invention manufactures concrete locking pile extension is as follows: during work, grouting pump irrigates water under high pressure to the position between recessed V-arrangement tool post and convex V-arrangement tool post, motor one drives front recessed V-arrangement tool post and rear recessed V-arrangement tool post to rotate forward, motor two drive lordosis V-arrangement tool post and rear convex V-arrangement tool post reversion, front recessed V-arrangement tool post, rear recessed V-arrangement tool post and lordosis V-arrangement tool post, rear convex V-arrangement tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave V-arrangement termination in rotation by front recessed V-arrangement tool post, rear recessed V-arrangement tool post, and right-hand member is cut into biconvex V-arrangement termination in rotation by lordosis V-arrangement tool post, rear convex V-arrangement tool post；The concave-concave V-arrangement termination of left part matches with the biconvex V-arrangement 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 V-arrangement terminations, right-hand member with the hole of two convex V-arrangement terminations, casting concrete in this hole, formation concrete locking pile extension during being pressed into.
The work process that the present invention manufactures multiple concrete locking pile extensions the most double V-arrangement snapping is as follows: in the original position needing pile axis, a concrete locking pile extension is manufactured according to the working method manufacturing concrete locking pile extension of above-mentioned pair of V-arrangement snapping mixing pile machine with double V-arrangement snapping mixing pile machines, on the right side of this concrete locking pile extension, the distance of one the snapping stake in interval remanufacture second concrete locking pile extension, so manufacture one, multiple intervals snapping pilespacing from multiple concrete locking pile extensions；When the concrete strength of the snapping stake on both sides reaches a timing, again in the spacing between each two snapping stake, the working method manufacturing concrete-pile according to above-mentioned pair of V-arrangement snapping mixing pile machine with double V-arrangement snapping mixing pile machines manufactures a concrete locking pile extension, the recessed V-arrangement termination making the concrete locking pile extension left end between each two concrete locking pile extension is fit to the convex V-arrangement termination of left side concrete locking pile extension right-hand member, the convex V-arrangement termination of the concrete locking pile extension right-hand member between each two concrete locking pile extension is fit to the recessed V-arrangement termination of the right concrete locking pile extension left end, it is thusly-formed the piling wall of multiple concrete locking pile extensions the most double V-arrangement snapping, gear soil for building basis, antiseep.
Claims (5)
1. a double V-arrangement snapping mixing pile machine；It is characterized in that:
Described pair of V-arrangement snapping 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 V-arrangement tool post (4), and the rear end rotating shaft (11) of motor one is fixed with rear recessed V-arrangement 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 V-arrangement tool post (5), and the rear end rotating shaft of motor two is fixed with rear convex V-arrangement tool post (10)；The side surface of front recessed V-arrangement tool post is provided with multiple cutter head 8, and the side surface of rear recessed V-arrangement tool post is provided with multiple cutter head 8；The side surface of lordosis V-arrangement tool post is provided with multiple cutter head；The side surface of rear convex V-arrangement tool post is provided with multiple cutter head；The recessed V-arrangement of front recessed V-arrangement tool post cross section coincide with the convex V-arrangement of lordosis V-arrangement tool post cross section, and the recessed V-arrangement of rear recessed V-arrangement tool post cross section coincide with the convex V-arrangement of rear convex V-arrangement tool post cross section；
Described pair of V-arrangement snapping mixing pile machine manufactures the work process of concrete locking pile extension: during work, grouting pump irrigates water under high pressure to the position between recessed V-arrangement tool post and convex V-arrangement tool post, motor one drives front recessed V-arrangement tool post and rear recessed V-arrangement tool post to rotate forward, motor two drive lordosis V-arrangement tool post and rear convex V-arrangement tool post reversion, front recessed V-arrangement tool post, rear recessed V-arrangement tool post and lordosis V-arrangement tool post, rear convex V-arrangement tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave V-arrangement termination in rotation by front recessed V-arrangement tool post, rear recessed V-arrangement tool post, and right-hand member is cut into biconvex V-arrangement termination in rotation by lordosis V-arrangement tool post, rear convex V-arrangement tool post；The concave-concave V-arrangement termination of left part matches with the biconvex V-arrangement 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 V-arrangement terminations, right-hand member with the hole of two convex V-arrangement terminations, casting concrete in this hole, formation concrete locking pile extension during being pressed into；
The work process of described pair of V-arrangement snapping mixing pile machine manufacture multiple concrete locking pile extensions the most double V-arrangement snapping is as follows: in the original position needing pile axis, a concrete locking pile extension is manufactured according to the working method manufacturing concrete locking pile extension of above-mentioned pair of V-arrangement snapping mixing pile machine with double V-arrangement snapping mixing pile machines, on the right side of this concrete locking pile extension, the distance of one the snapping stake in interval remanufacture second concrete locking pile extension, so manufacture one, multiple intervals snapping pilespacing from multiple concrete locking pile extensions；When the concrete strength of the snapping stake on both sides reaches a timing, again in the spacing between each two snapping stake, the working method manufacturing concrete-pile according to above-mentioned pair of V-arrangement snapping mixing pile machine with double V-arrangement snapping mixing pile machines manufactures a concrete locking pile extension, the recessed V-arrangement termination making the concrete locking pile extension left end between each two concrete locking pile extension is fit to the convex V-arrangement termination of left side concrete locking pile extension right-hand member, the convex V-arrangement termination of the concrete locking pile extension right-hand member between each two concrete locking pile extension is fit to the recessed V-arrangement termination of the right concrete locking pile extension left end, it is thusly-formed the piling wall of multiple concrete locking pile extensions the most double V-arrangement snapping, gear soil for building basis, antiseep.
The most according to claim 1 pair of V-arrangement snapping mixing pile machine, it is characterised in that: front recessed V-arrangement tool post is the circular cylinder of middle V-shaped depression.
The most according to claim 1 pair of V-arrangement snapping mixing pile machine, it is characterised in that: after described, recessed V-arrangement tool post is the circular cylinder of middle V-shaped depression.
The most according to claim 1 pair of V-arrangement snapping mixing pile machine, it is characterised in that: described lordosis V-arrangement tool post is the circular cylinder of middle V-shaped protrusion.
The most according to claim 1 pair of V-arrangement snapping mixing pile machine, it is characterised in that: after described, convex V-arrangement tool post is the circular cylinder of middle V-shaped protrusion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396221.4A CN105970927A (en) | 2016-06-07 | 2016-06-07 | Double-V-shaped buckling type mixing pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396221.4A CN105970927A (en) | 2016-06-07 | 2016-06-07 | Double-V-shaped buckling type mixing pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105970927A true CN105970927A (en) | 2016-09-28 |
Family
ID=57010241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610396221.4A Withdrawn CN105970927A (en) | 2016-06-07 | 2016-06-07 | Double-V-shaped buckling type mixing pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105970927A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337410A (en) * | 2016-10-19 | 2017-01-18 | 莒南县陡山灌区灌溉管理所 | Broken-line connector wall building machine |
| CN106498932A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Special-shaped wall manufacturing equipment |
-
2016
- 2016-06-07 CN CN201610396221.4A patent/CN105970927A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498932A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Special-shaped wall manufacturing equipment |
| CN106337410A (en) * | 2016-10-19 | 2017-01-18 | 莒南县陡山灌区灌溉管理所 | Broken-line connector wall building machine |
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|---|---|---|---|
| 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160928 |