CN105908716A - Double-arc mixing pile snap-in machine - Google Patents
Double-arc mixing pile snap-in machine Download PDFInfo
- Publication number
- CN105908716A CN105908716A CN201610396224.8A CN201610396224A CN105908716A CN 105908716 A CN105908716 A CN 105908716A CN 201610396224 A CN201610396224 A CN 201610396224A CN 105908716 A CN105908716 A CN 105908716A
- Authority
- CN
- China
- Prior art keywords
- dise knife
- pile
- concrete
- knife post
- occlusion
- 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- Withdrawn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
- 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
- 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
- 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
- E02D5/18—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
- 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
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-arc mixing pile snap-in machine. A plurality of concrete snap-in piles are manufactured at the interval of one snap-in pile. When the concrete strength of the snap-in piles on the two sides reaches a certain value, a concrete snap-in pile is manufactured in the interval between every two adjacent snap-in piles through the double-arc mixing pile snap-in machine according to the working manner in which the concrete piles are manufactured through the double-arc mixing pile snap-in machine, and therefore the U-shaped arc end at the left end of the concrete snap-in pile between every two adjacent concrete snap-in piles is matched with the reversed-T-shaped arc end at the right end of the concrete snap-in pile on the left side, and the reversed-T-shaped arc end at the right end of the cemented soil snap-in pile between every two adjacent concrete snap-in piles is matched with the U-shaped arc end at the left end of the concrete snap-in pile on the right side; and in this way, a piling wall where the multiple concrete snap-in piles are arranged in a double-arc snap-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 bicircular arcs used in a kind of building foundation engineering occlusion mixing pile machine.
Background technology
Cement-soil mixing pile machine is, by cutting agitating device, the soil body of underground and cement mortar are stirred pile, and at present, bicircular arcs occlusion 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 bicircular arcs occlusion mixing pile machine that can manufacture the occlusion of multiple concrete pile body mutual bicircular arcs.
The present invention is achieved through the following technical solutions:
A kind of bicircular arcs occlusion 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 dise knife post, and the rear end rotating shaft of motor one is fixed with rear recessed dise knife 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 dise knife post, and the rear end rotating shaft of motor two is fixed with rear dome tool post；The side surface of front recessed dise knife post is provided with multiple cutter head, and the side surface of rear recessed dise knife post is provided with multiple cutter head；The side surface of lordosis dise knife post is provided with multiple cutter head；The side surface of rear dome tool post is provided with multiple cutter head；The concave arc of front recessed dise knife post cross section coincide with the dome arc of lordosis dise knife post cross section, and the concave arc of rear recessed dise knife post cross section coincide with the dome arc of rear dome 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 bicircular arcs occlusion, 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 twisted of multiple interlocking pile.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, front recessed dise knife post, 5, lordosis dise knife post, 6, motor one, 7, motor two, 8, cutter head, 9, rear recessed dise knife post, 10, rear dome 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, and the front end rotating shaft 11 of motor one is fixed with front recessed dise knife post 4, and the rear end rotating shaft 11 of motor one is fixed with rear recessed dise knife 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 dise knife post 5, and the rear end rotating shaft of motor two is fixed with rear dome tool post 10；The side surface of front recessed dise knife post is provided with multiple cutter head 8, and the side surface of rear recessed dise knife post is provided with multiple cutter head 8；The side surface of lordosis dise knife post is provided with multiple cutter head；The side surface of rear dome tool post is provided with multiple cutter head；The concave arc of front recessed dise knife post cross section coincide with the dome arc of lordosis dise knife post cross section, and the concave arc of rear recessed dise knife post cross section coincide with the dome arc of rear dome tool post cross section.
Described front recessed dise knife post is the middle circular cylinder in arc depression.
After described, recessed dise knife post is the middle circular cylinder in arc depression.
Described lordosis dise knife post is the middle circular cylinder protruded in circular arc.
Described rear dome tool post is the middle circular cylinder protruded in circular arc.
The work process that the present invention manufactures concrete interlocking pile is as follows: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives front recessed dise knife post and rear recessed dise knife post to rotate forward, motor two drive lordosis dise knife post and rear dome tool post reversion, front recessed dise knife post, rear recessed dise knife post and lordosis dise knife post, rear dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave circular arc termination in rotation by front recessed dise knife post, rear recessed dise knife post, and right-hand member is cut into biconvex circular arc termination in rotation by lordosis dise knife post, rear dome tool post；The concave-concave circular arc termination of left part matches with the biconvex circular arc 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 concave arc terminations, right-hand member with the hole of two dome arc terminations, casting concrete in this hole, formation concrete interlocking pile during being pressed into.
The work process that the present invention manufactures the occlusion of multiple concrete interlocking pile mutual bicircular arcs is as follows: in the original position needing pile axis, a concrete interlocking pile is manufactured according to the working method manufacturing concrete interlocking pile of above-mentioned bicircular arcs occlusion mixing pile machine with bicircular arcs occlusion mixing pile machine, on the right side of this concrete interlocking pile, the distance of one interlocking pile in interval remanufacture second concrete interlocking pile, so manufacture multiple concrete interlocking piles of one the interlocking pile distance in multiple intervals；When the concrete strength of the interlocking pile on both sides reaches a timing, again in the spacing between each two interlocking pile, the working method manufacturing concrete-pile according to above-mentioned bicircular arcs occlusion mixing pile machine with bicircular arcs occlusion mixing pile machine manufactures a concrete interlocking pile, the concave arc termination making the concrete interlocking pile left end between each two concrete interlocking pile is fit to the dome arc termination of left side concrete interlocking pile right-hand member, the dome arc termination of the concrete interlocking pile right-hand member between each two concrete interlocking pile is fit to the concave arc termination of the right concrete interlocking pile left end, it is thusly-formed the piling wall of multiple concrete interlocking pile mutual bicircular arcs occlusion, gear soil for building basis, antiseep.
Claims (5)
1. a bicircular arcs occlusion mixing pile machine；It is characterized in that:
Described bicircular arcs occlusion 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 dise knife post (4), and the rear end rotating shaft (11) of motor one is fixed with rear recessed dise knife 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 dise knife post (5), and the rear end rotating shaft of motor two is fixed with rear dome tool post (10)；The side surface of front recessed dise knife post is provided with multiple cutter head 8, and the side surface of rear recessed dise knife post is provided with multiple cutter head 8；The side surface of lordosis dise knife post is provided with multiple cutter head；The side surface of rear dome tool post is provided with multiple cutter head；The concave arc of front recessed dise knife post cross section coincide with the dome arc of lordosis dise knife post cross section, and the concave arc of rear recessed dise knife post cross section coincide with the dome arc of rear dome tool post cross section；
Described bicircular arcs occlusion mixing pile machine manufactures the work process of concrete interlocking pile: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives front recessed dise knife post and rear recessed dise knife post to rotate forward, motor two drive lordosis dise knife post and rear dome tool post reversion, front recessed dise knife post, rear recessed dise knife post and lordosis dise knife post, rear dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave-concave circular arc termination in rotation by front recessed dise knife post, rear recessed dise knife post, and right-hand member is cut into biconvex circular arc termination in rotation by lordosis dise knife post, rear dome tool post；The concave-concave circular arc termination of left part matches with the biconvex circular arc 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 concave arc terminations, right-hand member with the hole of two dome arc terminations, casting concrete in this hole, formation concrete interlocking pile during being pressed into；
The work process that described bicircular arcs occlusion mixing pile machine manufactures the occlusion of multiple concrete interlocking pile mutual bicircular arcs is as follows: in the original position needing pile axis, a concrete interlocking pile is manufactured according to the working method manufacturing concrete interlocking pile of above-mentioned bicircular arcs occlusion mixing pile machine with bicircular arcs occlusion mixing pile machine, on the right side of this concrete interlocking pile, the distance of one interlocking pile in interval remanufacture second concrete interlocking pile, so manufacture multiple concrete interlocking piles of one the interlocking pile distance in multiple intervals；When the concrete strength of the interlocking pile on both sides reaches a timing, again in the spacing between each two interlocking pile, the working method manufacturing concrete-pile according to above-mentioned bicircular arcs occlusion mixing pile machine with bicircular arcs occlusion mixing pile machine manufactures a concrete interlocking pile, the concave arc termination making the concrete interlocking pile left end between each two concrete interlocking pile is fit to the dome arc termination of left side concrete interlocking pile right-hand member, the dome arc termination of the concrete interlocking pile right-hand member between each two concrete interlocking pile is fit to the concave arc termination of the right concrete interlocking pile left end, it is thusly-formed the piling wall of multiple concrete interlocking pile mutual bicircular arcs occlusion, gear soil for building basis, antiseep.
Bicircular arcs the most according to claim 1 occlusion mixing pile machine, it is characterised in that: front recessed dise knife post is the middle circular cylinder in arc depression.
Bicircular arcs the most according to claim 1 occlusion mixing pile machine, it is characterised in that: after described, recessed dise knife post is the middle circular cylinder in arc depression.
Bicircular arcs the most according to claim 1 occlusion mixing pile machine, it is characterised in that: described lordosis dise knife post is the middle circular cylinder protruded in circular arc.
Bicircular arcs the most according to claim 1 occlusion mixing pile machine, it is characterised in that: described rear dome tool post is the middle circular cylinder protruded in circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396224.8A CN105908716A (en) | 2016-06-07 | 2016-06-07 | Double-arc mixing pile snap-in machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610396224.8A CN105908716A (en) | 2016-06-07 | 2016-06-07 | Double-arc mixing pile snap-in machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105908716A true CN105908716A (en) | 2016-08-31 |
Family
ID=56750887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610396224.8A Withdrawn CN105908716A (en) | 2016-06-07 | 2016-06-07 | Double-arc mixing pile snap-in machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105908716A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839633A (en) * | 2016-06-07 | 2016-08-10 | 李兰 | Double-arc locking and buckling stirring pile machine |
| CN105862832A (en) * | 2016-06-07 | 2016-08-17 | 李兰 | Dual-arc plugged mixing pile machine |
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
| CN106930309A (en) * | 2017-04-24 | 2017-07-07 | 于涌 | The production program of double round skirt piles |
-
2016
- 2016-06-07 CN CN201610396224.8A patent/CN105908716A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839633A (en) * | 2016-06-07 | 2016-08-10 | 李兰 | Double-arc locking and buckling stirring pile machine |
| CN105862832A (en) * | 2016-06-07 | 2016-08-17 | 李兰 | Dual-arc plugged mixing pile machine |
| CN106498933A (en) * | 2016-10-12 | 2017-03-15 | 莒南县陡山灌区灌溉管理所 | Broken line fore shaft wall telephone |
| CN106930309A (en) * | 2017-04-24 | 2017-07-07 | 于涌 | The production program of double round skirt piles |
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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: 20160831 |
|
| WW01 | Invention patent application withdrawn after publication |