CN105464093A - Wedge shackled X-shaped pile forming machine - Google Patents
Wedge shackled X-shaped pile forming machine Download PDFInfo
- Publication number
- CN105464093A CN105464093A CN201511035515.6A CN201511035515A CN105464093A CN 105464093 A CN105464093 A CN 105464093A CN 201511035515 A CN201511035515 A CN 201511035515A CN 105464093 A CN105464093 A CN 105464093A
- Authority
- CN
- China
- Prior art keywords
- driver
- fixed
- trapezoidal
- snap close
- cutter
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- 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.)
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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
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
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- 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
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)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention relates to a wedge shackled X-shaped pile forming machine. A first X-shaped shackled pile with a trapezoidal plug on the left end and a trapezoidal rabbet in the right end is formed in the process that a pressing rod is pressed downward, and a second X-shaped shackled pile is formed on the right side of the first X-shaped shackled pile at an interval of one shackled pile, so that a plurality of X-shaped shackled piles are formed at an interval of one shackled pile; when the cement soil strength of the cement soil shackled piles on both sides reaches a certain strength, X-shaped shackled piles are formed in the spacing between every two shackled piles, the trapezoidal plug on the left end of the middle shackled pile is inserted into the trapezoidal rabbet in the right end of the left shackled pile, and the trapezoidal plug on the left end of the right shackled pile is inserted into the trapezoidal rabbet in the right end of the middle shackled pile, so that a plurality of X-shaped shackled piles which are trapezoidally shackled with each other are formed for blocking soil and preventing leakage of a building foundation.
Description
Technical field
The present invention relates to a kind of pile forming machine, the wedge shape snap close X-shaped stake pile forming machine particularly used in a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the cement-soil pile forming machine of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the X-shaped cement-soil pile of mutual snap close.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of wedge shape snap close X-shaped stake pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of wedge shape snap close X-shaped stake pile forming machine, compress into bar lower end and be fixed on motor upper end, motor lower end is fixed with driver five; Compress into bar bottom left end and be fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with driver one, compress into bar bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with driver two, compress into bar lower front part and be fixed with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with driver three, compress into rear end, bar bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with driver four; The lower end of driver one, driver two, driver three, driver four, driver five is respectively equipped with a drilling rod, and each drilling rod lower end fixes a drill bit respectively; A torsion shaft one is connected with respectively between driver five and driver one, between driver five and driver two, a torsion shaft two is connected with respectively between driver five and driver three, between driver five and driver four, the both sides of each torsion shaft one are respectively equipped with one and stir cutter one, eachly stir cutter one is fixed on its place torsion shaft one by a tool arm, the both sides of each torsion shaft two are respectively equipped with one and stir cutter two, eachly stir cutter two is fixed on its place torsion shaft two by a tool arm; The right-hand member rear portion of driver two and right-hand member front portion export a torsion shaft three respectively, and the right-hand member of each torsion shaft three fixes a trapezoidal cutter one respectively, and the left end of driver one exports a torsion shaft four, and the left end of torsion shaft four fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the X-shaped snap close stake of multiple mutual wedge shape snap close, for gear soil, the antiseep of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is front elevation drawing of the present invention;
Fig. 2 is rear elevation of the present invention;
Fig. 3 is the A-A direction view of Fig. 1;
Fig. 4 is the B-B view of Fig. 1;
Fig. 5 becomes by the present invention the mutual snap close figure of multiple snap close X-shaped pile body.
In figure: 1, compress into bar, 2, motor, 3, driver five, 4, driver one, 5, driver two, 6, cross bar one, 7, cross bar two, 8, torsion shaft one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit, 14, cross bar three, 15, armstand three, 16, driver three, 17, cross bar four, 18, armstand four, 19, driver four, 20, torsion shaft two, 21, tool arm, 22, stir cutter two, 23, torsion shaft three, 24, trapezoidal cutter one, 25, torsion shaft four, 26, trapezoidal cutter two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment is compressed into bar 1 lower end and is fixed on motor 2 upper end, and motor lower end is fixed with driver 53; Compress into bar bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with driver 1, compress into bar bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with driver 25, compress into bar lower front part and be fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with driver 3 16, compress into rear end, bar bottom and be fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, and armstand four lower end is fixed with driver 4 19; The lower end of driver one, driver two, driver three, driver four, driver five is respectively equipped with a drilling rod 12, and each drilling rod lower end fixes a drill bit 13 respectively; A torsion shaft 1 is connected with respectively between driver five and driver one, between driver five and driver two, a torsion shaft 2 20 is connected with respectively between driver five and driver three, between driver five and driver four, the both sides of each torsion shaft one are respectively equipped with one and stir cutter 1, eachly stir cutter one is fixed on its place torsion shaft one by a tool arm 21, the both sides of each torsion shaft two are respectively equipped with one and stir cutter 2 22, eachly stir cutter two is fixed on its place torsion shaft two by a tool arm; The right-hand member rear portion of driver two and right-hand member front portion export a torsion shaft 3 23 respectively, and the right-hand member of each torsion shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a torsion shaft 4 25, and the left end of torsion shaft four fixes a trapezoidal cutter 2 26.
Pile frame of the present invention is also provided with provisions for grouting, during work, provisions for grouting is to each drill bit grout injection respectively, compress into bar during work to apply downward to compress into power, motor drives driver five to operate, the rotation of on-stream two torsion shafts one by left and right of driver five drives driver one and driver two running respectively, and the rotation of on-stream two torsion shafts two by front and back of driver five drives driver three and driver four running respectively; Driver two drives torsion shaft three to drive trapezoidal cutter one rotation of right-hand member in operation process, and driver one drives torsion shaft four to drive the rotation of trapezoidal cutter two in operation process; The on-stream bit driven respectively by the drilling rod of under it under it of driver one, driver two, driver three, driver four, driver five; Two torsion shafts one drive respectively by the tool arm on it in rotation stirs cutter one rotation, and two torsion shafts two drive respectively by the tool arm on it in rotation stirs cutter two rotation; The earth of its underpart cuts and stirs with cement paste by five drill bits in rotation, stirs cutter one, stirs cutter two and cut in the region between cylinder in rotation and stirs with cement paste, one-tenth underground like this X-shaped cement earth pile; The soil cutting of the right-hand member of pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into trapezoidal plug by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the trapezoidal plug of left part match; Compress into bar to compress into process downwards and form left end with trapezoidal plug, right-hand member with the X-shaped snap close stake of trapezoidal tongue and groove, on the right side of this snap close stake, the distance of the snap close stake in interval manufactures the stake of second X-shaped snap close again, so formed one, multiple interval snap close pilespacing from the stake of multiple X-shaped snap close; When the soil cement intensity of the cement-soil snap close stake on both sides reaches some strength, the stake of an X-shaped snap close is manufactured in spacing again between every two snap close stakes, the trapezoidal tongue and groove trapezoidal tongue and groove that is interior, medium lock buckle pile right-hand member making the trapezoidal plug of medium lock buckle pile left end insert left side snap close stake right-hand member is inserted in outside the trapezoidal plug of the right snap close stake left end, the X-shaped snap close stake of the multiple mutual wedge shape snap close of formation like this, for gear soil, the antiseep of building foundation.
Claims (1)
1. a wedge shape snap close X-shaped stake pile forming machine, compress into bar 1 lower end and be fixed on motor 2 upper end, motor lower end is fixed with driver 53; Compress into bar bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with driver 1, compress into bar bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with driver 25, compress into bar lower front part and be fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with driver 3 16, compress into rear end, bar bottom and be fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, and armstand four lower end is fixed with driver 4 19; The lower end of driver one, driver two, driver three, driver four, driver five is respectively equipped with a drilling rod 12, and each drilling rod lower end fixes a drill bit 13 respectively; A torsion shaft 1 is connected with respectively between driver five and driver one, between driver five and driver two, a torsion shaft 2 20 is connected with respectively between driver five and driver three, between driver five and driver four, the both sides of each torsion shaft one are respectively equipped with one and stir cutter 1, eachly stir cutter one is fixed on its place torsion shaft one by a tool arm 21, the both sides of each torsion shaft two are respectively equipped with one and stir cutter 2 22, eachly stir cutter two is fixed on its place torsion shaft two by a tool arm; The right-hand member rear portion of driver two and right-hand member front portion export a torsion shaft 3 23 respectively, and the right-hand member of each torsion shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a torsion shaft 4 25, and the left end of torsion shaft four fixes a trapezoidal cutter 2 26; It is characterized in that: during pile forming machine work, provisions for grouting is to each drill bit grout injection respectively, compress into bar during work to apply downward to compress into power, motor drives driver five to operate, the rotation of on-stream two torsion shafts one by left and right of driver five drives driver one and driver two running respectively, and the rotation of on-stream two torsion shafts two by front and back of driver five drives driver three and driver four running respectively; Driver two drives torsion shaft three to drive trapezoidal cutter one rotation of right-hand member in operation process, and driver one drives torsion shaft four to drive the rotation of trapezoidal cutter two in operation process; The on-stream bit driven respectively by the drilling rod of under it under it of driver one, driver two, driver three, driver four, driver five; Two torsion shafts one drive respectively by the tool arm on it in rotation stirs cutter one rotation, and two torsion shafts two drive respectively by the tool arm on it in rotation stirs cutter two rotation; The earth of its underpart cuts and stirs with cement paste by five drill bits in rotation, stirs cutter one, stirs cutter two and cut in the region between cylinder in rotation and stirs with cement paste, one-tenth underground like this X-shaped cement earth pile; The soil cutting of the right-hand member of pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into trapezoidal plug by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the trapezoidal plug of left part match; Compress into bar to compress into process downwards and form left end with trapezoidal plug, right-hand member with the X-shaped snap close stake of trapezoidal tongue and groove, on the right side of this snap close stake, the distance of the snap close stake in interval manufactures the stake of second X-shaped snap close again, so formed one, multiple interval snap close pilespacing from the stake of multiple X-shaped snap close; When the soil cement intensity of the cement-soil snap close stake on both sides reaches some strength, the stake of an X-shaped snap close is manufactured in spacing again between every two snap close stakes, the trapezoidal tongue and groove trapezoidal tongue and groove that is interior, medium lock buckle pile right-hand member making the trapezoidal plug of medium lock buckle pile left end insert left side snap close stake right-hand member is inserted in outside the trapezoidal plug of the right snap close stake left end, the X-shaped snap close stake of the multiple mutual wedge shape snap close of formation like this, for gear soil, the antiseep of building foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035515.6A CN105464093A (en) | 2015-12-31 | 2015-12-31 | Wedge shackled X-shaped pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035515.6A CN105464093A (en) | 2015-12-31 | 2015-12-31 | Wedge shackled X-shaped pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105464093A true CN105464093A (en) | 2016-04-06 |
Family
ID=55602212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511035515.6A Withdrawn CN105464093A (en) | 2015-12-31 | 2015-12-31 | Wedge shackled X-shaped pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105464093A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5007770A (en) * | 1989-12-04 | 1991-04-16 | Simmons Robert J | Method and apparatus for constructing a subsurface retaining wall |
| CN104164868A (en) * | 2014-07-10 | 2014-11-26 | 大连大金马基础建设有限公司 | Concave-convex support-engaged water-stopping pile |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105421363A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedged latch X-shaped pile forming machine |
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
-
2015
- 2015-12-31 CN CN201511035515.6A patent/CN105464093A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5007770A (en) * | 1989-12-04 | 1991-04-16 | Simmons Robert J | Method and apparatus for constructing a subsurface retaining wall |
| CN104164868A (en) * | 2014-07-10 | 2014-11-26 | 大连大金马基础建设有限公司 | Concave-convex support-engaged water-stopping pile |
| CN105019435A (en) * | 2015-06-05 | 2015-11-04 | 宋姝娴 | Manufacturing machine for cross-shaped soil-cement piles |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105421363A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedged latch X-shaped pile forming machine |
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming machine |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464094A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Wedge shackled X-shaped pile forming 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: 20160406 |
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| WW01 | Invention patent application withdrawn after publication |