CN105908714A - Double-rectangle mixing pile plug-in machine - Google Patents
Double-rectangle mixing pile plug-in machine Download PDFInfo
- Publication number
- CN105908714A CN105908714A CN201610396215.9A CN201610396215A CN105908714A CN 105908714 A CN105908714 A CN 105908714A CN 201610396215 A CN201610396215 A CN 201610396215A CN 105908714 A CN105908714 A CN 105908714A
- Authority
- CN
- China
- Prior art keywords
- tool post
- rectangle
- rectangle tool
- recessed
- grafting
- 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- Withdrawn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 33
- 208000007623 Lordosis Diseases 0.000 claims description 24
- 239000004568 cement Substances 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000005520 cutting process Methods 0.000 claims description 11
- 238000005553 drilling Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 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
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
- E02D5/22—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
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a double-rectangle mixing pile plug-in machine. A plurality of concrete plug-in piles are manufactured at the interval of one plug-in pile. When the concrete strength of the plug-in piles on the two sides reaches a certain value, a cemented soil plug-in pile is manufactured in the interval between every two adjacent plug-in piles through the double-rectangle mixing pile plug-in machine according to the working manner in which the cemented soil piles are manufactured through the double-rectangle mixing pile plug-in machine, and therefore the U-shaped rectangular end at the left end of the cemented soil plug-in pile between every two adjacent concrete plug-in piles is matched with the reversed-T-shaped rectangular end at the right end of the concrete plug-in pile on the left side, and the reversed-T-shaped end at the right end of the cemented soil plug-in pile is matched with the U-shaped end at the left end of the concrete plug-in pile on the right side; and in this way, a piling wall where the multiple concrete plug-in piles and the cemented soil plug-in piles between the concrete plug-in piles are connected in a double-rectangle plug-in manner is formed and is used for soil blocking and leakage preventing of building foundations.
Description
Technical field
The present invention relates to a kind of mixing pile machine, the double square grafting 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 grafting 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 double square grafting mixing pile machine that can manufacture multiple cement soil piles and the mutual double square grafting of multiple concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of double square grafting 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 cement soil pile and the mutual double square grafting of multiple concrete pile body, 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 being mutually inserted of multiple grafting 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 work process that the present invention manufactures soil cement grafting stake is as follows: during work, grouting pump is to the position grout injection 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 drives lordosis rectangle tool post and the reversion of rear convex rectangle tool post, and the soil cutting of its lower end is stirred in rotation by front recessed rectangle tool post, rear recessed rectangle tool post and lordosis rectangle tool post, rear convex rectangle tool post with cement mortar；Left end cutting is stirred into concave-concave rectangle termination in rotation by front recessed rectangle tool post, rear recessed rectangle tool post, and right-hand member cutting is stirred 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；Drilling rod forms left end downwards with two recessed rectangle terminations, right-hand member with the soil cement grafting stake of two convex rectangle terminations during being pressed into.
The work process that the present invention manufactures concrete interposing pile extension 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 interposing pile extension during being pressed into.
It is as follows with the work process of multiple concrete interposing pile extensions mutual double square grafting that the present invention manufactures multiple soil cement grafting stake: in the original position needing pile axis, a concrete interposing pile extension is manufactured according to the working method manufacturing concrete interposing pile extension of above-mentioned double square grafting mixing pile machine with double square grafting mixing pile machine, on the right side of this concrete interposing pile extension, the distance of one the grafting stake in interval remanufacture second concrete interposing pile extension, so manufacture one, multiple intervals grafting pilespacing from multiple concrete interposing pile extensions；When the concrete strength of the grafting stake on both sides reaches a timing, again in the spacing between each two grafting stake, the working method manufacturing cement earth pile according to above-mentioned double square grafting mixing pile machine with double square grafting mixing pile machine manufactures a soil cement grafting stake, the recessed rectangle termination making the soil cement grafting stake left end between each two concrete interposing pile extension is fit to the convex rectangle termination of left side concrete interposing pile extension right-hand member, the convex rectangle termination of soil cement grafting stake right-hand member is fit to the recessed rectangle termination of the right concrete interposing pile extension left end, the piling wall of the soil cement grafting stake mutual double square grafting being thusly-formed between multiple concrete interposing pile extension and each two concrete interposing pile extension, gear soil for building basis, antiseep.
Claims (5)
1. a double square grafting mixing pile machine；It is characterized in that:
Described double square grafting 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 grafting mixing pile machine manufactures the work process of soil cement grafting stake: during work, grouting pump is to the position grout injection 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 drives lordosis rectangle tool post and the reversion of rear convex rectangle tool post, and the soil cutting of its lower end is stirred in rotation by front recessed rectangle tool post, rear recessed rectangle tool post and lordosis rectangle tool post, rear convex rectangle tool post with cement mortar；Left end cutting is stirred into concave-concave rectangle termination in rotation by front recessed rectangle tool post, rear recessed rectangle tool post, and right-hand member cutting is stirred 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；Drilling rod forms left end downwards with two recessed rectangle terminations, right-hand member with the soil cement grafting stake of two convex rectangle terminations during being pressed into；
Described double square grafting mixing pile machine manufactures the work process of concrete interposing pile extension: 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 interposing pile extension during being pressed into；
It is as follows with the work process of multiple concrete interposing pile extensions mutual double square grafting that described double square grafting mixing pile machine manufactures multiple soil cement grafting stakes: first in the original position needing pile axis, a concrete interposing pile extension is manufactured according to the working method manufacturing concrete interposing pile extension of above-mentioned double square grafting mixing pile machine with double square grafting mixing pile machine, on the right side of this concrete interposing pile extension, the distance of one the grafting stake in interval remanufacture second concrete interposing pile extension, so manufacture one, multiple intervals grafting pilespacing from multiple concrete interposing pile extensions；When the concrete strength of the grafting stake on both sides reaches a timing, again in the spacing between each two grafting stake, the working method manufacturing cement earth pile according to above-mentioned double square grafting mixing pile machine with double square grafting mixing pile machine manufactures a soil cement grafting stake, the recessed rectangle termination making the soil cement grafting stake left end between each two concrete interposing pile extension is fit to the convex rectangle termination of left side concrete interposing pile extension right-hand member, the convex rectangle termination of soil cement grafting stake right-hand member is fit to the recessed rectangle termination of the right concrete interposing pile extension left end, the piling wall of the soil cement grafting stake mutual double square grafting being thusly-formed between multiple concrete interposing pile extension and each two concrete interposing pile extension, gear soil for building basis, antiseep.
Double square grafting 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 grafting 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 grafting 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 grafting 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 |
|---|---|---|---|
| CN201610396215.9A CN105908714A (en) | 2016-06-07 | 2016-06-07 | Double-rectangle mixing pile plug-in machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396215.9A CN105908714A (en) | 2016-06-07 | 2016-06-07 | Double-rectangle mixing pile plug-in machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105908714A true CN105908714A (en) | 2016-08-31 |
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ID=56750527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610396215.9A Withdrawn CN105908714A (en) | 2016-06-07 | 2016-06-07 | Double-rectangle mixing pile plug-in machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105908714A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839632A (en) * | 2016-06-07 | 2016-08-10 | 李兰 | Double-rectangular-locking mixing pile machine |
-
2016
- 2016-06-07 CN CN201610396215.9A patent/CN105908714A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839632A (en) * | 2016-06-07 | 2016-08-10 | 李兰 | Double-rectangular-locking mixing pile 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 |
Application publication date: 20160831 |
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| WW01 | Invention patent application withdrawn after publication |