CN105442571A - Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile - Google Patents
Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile Download PDFInfo
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- CN105442571A CN105442571A CN201511012464.5A CN201511012464A CN105442571A CN 105442571 A CN105442571 A CN 105442571A CN 201511012464 A CN201511012464 A CN 201511012464A CN 105442571 A CN105442571 A CN 105442571A
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- 239000002689 soil Substances 0.000 claims abstract description 34
- 239000004568 cement Substances 0.000 claims abstract description 25
- 238000000034 method Methods 0.000 claims abstract description 22
- 230000005540 biological transmission Effects 0.000 claims description 58
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 13
- 238000003032 molecular docking Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000003780 insertion Methods 0.000 abstract 1
- 230000037431 insertion Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 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
- E02D5/22—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 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
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- 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
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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
- E02D2200/1628—Shapes rectangular
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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
- E02D2200/165—Shapes polygonal
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses wedge-shaped plug-in equipment for a TT-shaped pile and a rectangular pile. A teamwork process of a TT-shaped pile maker and a rectangular pile maker is as follows: a plurality of cement TT-shaped plug-in piles which have an interval of a rectangular plug-in pile are manufactured; when the cement strength of the TT-shaped plug-in piles at the two sides reaches a certain value, a rectangular hole is formed by the rectangular pile maker according to a working mode of the rectangular pile maker in a space between every two TT-shaped plug-in piles; concrete is poured in the rectangular hole to form a concrete rectangular plug-in pile; a convex trapezoidal end head of the left end of the concrete rectangular plug-in pile between every two cement TT-shaped plug-in piles is engaged with a concave trapezoidal end head of the right end of the left TT-shaped plug-in pile; the convex trapezoidal end head of the right end of the concrete rectangular plug-in pile is engaged with the concave trapezoidal end head of the left end of the right TT-shaped plug-in pile; therefore, a pile wall is formed for soil shielding and seepage prevention of a building foundation, wherein a plurality of cement TT-shaped plug-in piles and the concrete rectangular plug-in pile between every two cement TT-shaped plug-in piles are in mutual insertion joint in a wedged way.
Description
Technical field
The present invention relates to the π stake and rectangular pile wedge shape docking device that use in a kind of wedge shape docking device, particularly 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 Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not π shape cement earth pile and rectangular concrete pile mutual wedge shape grafting piling wall.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of π stake and the rectangular pile wedge shape docking device that can manufacture π shape cement soil pile and the mutual wedge shape grafting of Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of π stake and rectangular pile wedge shape docking device, comprise π stake pile forming machine and rectangular pile pile forming machine.
π stake pile forming machine comprises following structure: the left part back of transverse arm one is fixed with transverse arm two, the right part back of transverse arm one is fixed with transverse arm three, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of press rods one, and the front end of transverse arm three is fixed in the lower end of press rods two, the middle lower portion of transverse arm one is fixed with column one, the lower end of column one is fixed with motor, the lower end of motor is fixed with speed changer one, in the middle of the left part of transverse arm one, lower end is fixed with column two, the lower end of column two is fixed with speed changer two, the left end bottom of transverse arm one is fixed with column four, the lower end of column four is fixed with speed changer four, in the middle of the right part of transverse arm one, lower end is fixed with column three, the lower end of column three is fixed with speed changer three, the right-hand member bottom of transverse arm one is fixed with column five, the lower end of column five is fixed with speed changer five, the rear end lower of transverse arm two is fixed with column six, the lower end of column six is fixed with speed changer six, the rear end lower of transverse arm three is fixed with column seven, the lower end of column seven is fixed with speed changer seven, the lower end of speed changer one, speed changer two, speed changer three, speed changer four, speed changer five, speed changer six, speed changer seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, a power transmission shaft one is respectively equipped with between speed changer one and speed changer two, between speed changer one and speed changer three, between speed changer two and speed changer four, between speed changer three and speed changer five, between speed changer two and speed changer six, between speed changer three and speed changer seven, a link arm is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a cursor respectively, the right back of speed changer five and right front export a power transmission shaft two respectively, and each power transmission shaft two right-hand member fixes a trapezoidal cutter one respectively, the left back of speed changer four and left front export a power transmission shaft two respectively, and each power transmission shaft two left end fixes a trapezoidal cutter one respectively.
Rectangular pile pile forming machine comprises following structure: motor upper end is fixed in press rods three lower end, and driver three upper end is fixed in motor lower end; Press rods three bottom left end is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driver one, and press rods three bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driver two; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driver three and driver one, between driver three and driver two, a linking arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The left end of driver one exports a driving shaft two, and the left end of this driving shaft two fixes a trapezoidal cutter two; The right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two also fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the piling wall of π shape cement soil pile and the mutual wedge shape grafting of Rectangular Concrete pile body, for gear soil, the antiseepage of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of π stake pile forming machine;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of π stake and rectangular pile grafting.
In figure: 1, press rods one, 2, press rods two, 3, speed changer one, 4, speed changer two, 5, speed changer three, 6, speed changer four, 7, speed changer five, 8, power transmission shaft one, 9, cursor, 10, column one, 11, motor, 12, drilling rod, 13, drill bit, 14, power transmission shaft two, 15, trapezoidal cutter one, 16, transverse arm one, 17, column two, 18, column three, 19, column four, 20, column five, 21, transverse arm two, 22, transverse arm three, 23, column six, 24, column seven, 25, speed changer six, 26, speed changer seven, 27, link arm, 29, trapezoidal cutter two, 31, press rods three, 32, motor, 33, driver three, 34, driver one, 35, driver two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 46, linking arm, 47, driving shaft two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises π stake pile forming machine and rectangular pile pile forming machine.
π stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the left part back of transverse arm 1 is fixed with transverse arm 2 21, the right part back of transverse arm one is fixed with transverse arm 3 22, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of press rods 1, and the front end of transverse arm three is fixed in the lower end of press rods 22, the middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 11, the lower end of motor is fixed with speed changer 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with speed changer 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with speed changer 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with speed changer 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with speed changer 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with speed changer 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with speed changer 7 26, the lower end of speed changer one, speed changer two, speed changer three, speed changer four, speed changer five, speed changer six, speed changer seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, a power transmission shaft 1 is respectively equipped with between speed changer one and speed changer two, between speed changer one and speed changer three, between speed changer two and speed changer four, between speed changer three and speed changer five, between speed changer two and speed changer six, between speed changer three and speed changer seven, a link arm 27 is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a cursor 9 respectively, the right back of speed changer five and right front export a power transmission shaft 2 14 respectively, and each power transmission shaft two right-hand member fixes a trapezoidal cutter 1 respectively, the left back of speed changer four and left front export a power transmission shaft 2 14 respectively, and each power transmission shaft two left end fixes a trapezoidal cutter 1 respectively.
Cursor on left and right, rear three power transmission shafts one of speed changer two differs certain angle in rotation, is independent of each other mutually in rotation.
Cursor on left and right, rear three power transmission shafts one of speed changer three differs certain angle in rotation, is independent of each other mutually in rotation.
π stake pile forming machine can work independently, specific works mode is as follows: π stake pile forming machine is provided with high-pressure pump, during work, high-pressure pump injects cement paste respectively to each drill bit, motor drive speed transmission one operates, drive speed transmission two and speed changer three operate the on-stream rotation by two power transmission shafts one in left and right of speed changer one respectively, speed changer two is on-stream by left, drive speed transmission four and speed changer six operate respectively in the rotation of latter two power transmission shaft one, speed changer three is on-stream by right, drive speed transmission five and speed changer seven operate respectively in the rotation of latter two power transmission shaft one, speed changer five drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of right back and right front respectively in operation process, speed changer four drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of left back and left front respectively in operation process, speed changer one, speed changer two, speed changer three, speed changer four, speed changer five, speed changer six, speed changer seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by seven drill bits in rotation, six power transmission shafts one drive two link arms on each power transmission shaft one to drive cursor around power transmission shaft one rotation respectively in rotation, the part earth and cement paste that are less than bit diameter between every two drill bits stir by cursor in rotation process, become π shape cement earth pile thus, two power transmission shafts two on speed changer five drive trapezoidal cutter one rotation on the power transmission shaft two of right-hand member respectively in rotation, and the soil body of the termination of π shape stake right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, two power transmission shafts two on speed changer four drive trapezoidal cutter one rotation on the power transmission shaft two of left end respectively in rotation, and the soil body of the termination of π shape stake left part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, press rods one, press rods two are compressed into process and are formed about one two ends respectively with the π shape grafting stake of recessed trapezoidal termination downwards.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 32 upper end is fixed in press rods 3 31 lower end, and driver 3 33 upper end is fixed in motor lower end; Press rods three bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driver 1, press rods three bottom right-hand member is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driver 2 35; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driver one exports a driving shaft 2 47, and the left end of this driving shaft two fixes a trapezoidal cutter 2 29; The right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two also fixes a trapezoidal cutter two.
Rectangular pile pile forming machine can work independently, specific works mode is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects water under high pressure respectively to each drill bit, motor drives driver three to operate, driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process, and the driving shaft two of the on-stream driving right-hand member of driver two rotates; The driving shaft two of the on-stream driving left end of driver one rotates; Driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, the driving shaft two of driver one left end drives trapezoidal cutter two rotation on the driving shaft two of left end in rotation, and the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation; The driving shaft two of driver two right-hand member drives trapezoidal cutter two rotation of driving shaft two right-hand member in rotation, and the soil cutting of the termination of right part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The soil body cut flows out in hole with mud, and press rods three is compressed into process and formed about one two ends respectively with the rectangular opening of convex trapezoidal termination downwards.
The recessed trapezoidal termination at π shape grafting stake two ends and the convex trapezoidal termination at rectangle grafting stake two ends coincide.
π stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a cement-soil π shape grafting stake is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, on the right side of this cement-soil π shape grafting stake, the distance of the rectangle grafting stake in interval manufactures second cement-soil π shape grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple cement-soil π shape grafting stakes, when the soil cement intensity of the π shape grafting stake on both sides reaches some strength, in spacing again between every two π shape grafting stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular grafting stake, the convex trapezoidal termination of the concrete rectangular grafting stake left end between every two cement-soil π shape grafting stakes is made to be fit to the recessed trapezoidal termination of left side π shape grafting stake right-hand member, the convex trapezoidal termination of concrete rectangular grafting stake right-hand member is fit to the recessed trapezoidal termination of the right π shape grafting stake left end, the piling wall of the mutual wedge shape grafting of concrete rectangular grafting stake between formation like this multiple cement-soil π shape grafting stake and every two cement-soil π shape grafting stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. π stake and a rectangular pile wedge shape docking device, comprise π stake pile forming machine and rectangular pile pile forming machine;
The concrete structure of π stake pile forming machine comprises: the left part back of transverse arm 1 is fixed with transverse arm 2 21, the right part back of transverse arm one is fixed with transverse arm 3 22, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of press rods 1, and the front end of transverse arm three is fixed in the lower end of press rods 22, the middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 11, the lower end of motor is fixed with speed changer 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with speed changer 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with speed changer 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with speed changer 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with speed changer 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with speed changer 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with speed changer 7 26, the lower end of speed changer one, speed changer two, speed changer three, speed changer four, speed changer five, speed changer six, speed changer seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, a power transmission shaft 1 is respectively equipped with between speed changer one and speed changer two, between speed changer one and speed changer three, between speed changer two and speed changer four, between speed changer three and speed changer five, between speed changer two and speed changer six, between speed changer three and speed changer seven, a link arm 27 is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a cursor 9 respectively, the right back of speed changer five and right front export a power transmission shaft 2 14 respectively, and each power transmission shaft two right-hand member fixes a trapezoidal cutter 1 respectively, the left back of speed changer four and left front export a power transmission shaft 2 14 respectively, and each power transmission shaft two left end fixes a trapezoidal cutter 1 respectively,
π stake pile forming machine can work independently, specific works mode is as follows: π stake pile forming machine is provided with high-pressure pump, during work, high-pressure pump injects cement paste respectively to each drill bit, motor drive speed transmission one operates, drive speed transmission two and speed changer three operate the on-stream rotation by two power transmission shafts one in left and right of speed changer one respectively, speed changer two is on-stream by left, drive speed transmission four and speed changer six operate respectively in the rotation of latter two power transmission shaft one, speed changer three is on-stream by right, drive speed transmission five and speed changer seven operate respectively in the rotation of latter two power transmission shaft one, speed changer five drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of right back and right front respectively in operation process, speed changer four drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of left back and left front respectively in operation process, speed changer one, speed changer two, speed changer three, speed changer four, speed changer five, speed changer six, speed changer seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by seven drill bits in rotation, six power transmission shafts one drive two link arms on each power transmission shaft one to drive cursor around power transmission shaft one rotation respectively in rotation, the part earth and cement paste that are less than bit diameter between every two drill bits stir by cursor in rotation process, become π shape cement earth pile thus, two power transmission shafts two on speed changer five drive trapezoidal cutter one rotation on the power transmission shaft two of right-hand member respectively in rotation, and the soil body of the termination of π shape stake right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, two power transmission shafts two on speed changer four drive trapezoidal cutter one rotation on the power transmission shaft two of left end respectively in rotation, and the soil body of the termination of π shape stake left part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, press rods one, press rods two are compressed into process and are formed about one two ends respectively with the π shape grafting stake of recessed trapezoidal termination downwards,
The concrete structure of rectangular pile pile forming machine comprises: motor 32 upper end is fixed in press rods 3 31 lower end, and driver 3 33 upper end is fixed in motor lower end; Press rods three bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driver 1, press rods three bottom right-hand member is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driver 2 35; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driver one exports a driving shaft 2 47, and the left end of this driving shaft two fixes a trapezoidal cutter 2 29; The right-hand member of driver two exports a driving shaft two, and the right-hand member of this driving shaft two also fixes a trapezoidal cutter two;
Rectangular pile pile forming machine can work independently, specific works mode is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects water under high pressure respectively to each drill bit, motor drives driver three to operate, driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process, and the driving shaft two of the on-stream driving right-hand member of driver two rotates; The driving shaft two of the on-stream driving left end of driver one rotates; Driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, the driving shaft two of driver one left end drives trapezoidal cutter two rotation on the driving shaft two of left end in rotation, and the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation; The driving shaft two of driver two right-hand member drives trapezoidal cutter two rotation of driving shaft two right-hand member in rotation, and the soil cutting of the termination of right part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The soil body cut flows out in hole with mud, and press rods three is compressed into process and formed about one two ends respectively with the rectangular opening of convex trapezoidal termination downwards;
It is characterized in that: π stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a cement-soil π shape grafting stake is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, on the right side of this cement-soil π shape grafting stake, the distance of the rectangle grafting stake in interval manufactures second cement-soil π shape grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple cement-soil π shape grafting stakes, when the soil cement intensity of the π shape grafting stake on both sides reaches some strength, in spacing again between every two π shape grafting stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular grafting stake, the convex trapezoidal termination of the concrete rectangular grafting stake left end between every two cement-soil π shape grafting stakes is made to be fit to the recessed trapezoidal termination of left side π shape grafting stake right-hand member, the convex trapezoidal termination of concrete rectangular grafting stake right-hand member is fit to the recessed trapezoidal termination of the right π shape grafting stake left end, the piling wall of the mutual wedge shape grafting of concrete rectangular grafting stake between formation like this multiple cement-soil π shape grafting stake and every two cement-soil π shape grafting stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012464.5A CN105442571A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012464.5A CN105442571A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile |
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| CN105442571A true CN105442571A (en) | 2016-03-30 |
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| CN201511012464.5A Withdrawn CN105442571A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
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| CN105625366A (en) * | 2015-12-31 | 2016-06-01 | 刘玉秋 | Pi-shaped pile and rectangular pile wedged insertion equipment |
| CN105625367A (en) * | 2015-12-31 | 2016-06-01 | 刘玉秋 | Pi-shaped pile and rectangular pile wedged insertion equipment |
| CN105649040A (en) * | 2015-12-31 | 2016-06-08 | 刘玉秋 | Wedge-shaped splicing equipment for n-shaped piles and rectangular piles |
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| CN204000841U (en) * | 2014-07-23 | 2014-12-10 | 天津建城基业集团有限公司 | Combination rectangular pile |
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| CN104863141A (en) * | 2015-06-05 | 2015-08-26 | 张永忠 | Rectangular cement pile machine |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105178295A (en) * | 2015-08-09 | 2015-12-23 | 刘玉燕 | V-shaped head stirring pile-forming machine |
| CN105625366A (en) * | 2015-12-31 | 2016-06-01 | 刘玉秋 | Pi-shaped pile and rectangular pile wedged insertion equipment |
| CN105625367A (en) * | 2015-12-31 | 2016-06-01 | 刘玉秋 | Pi-shaped pile and rectangular pile wedged insertion equipment |
| CN105649040A (en) * | 2015-12-31 | 2016-06-08 | 刘玉秋 | Wedge-shaped splicing equipment for n-shaped piles and rectangular piles |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
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