CN105649027A - Trapezoidal splicing equipment for crossed piles and rectangular piles - Google Patents
Trapezoidal splicing equipment for crossed piles and rectangular piles Download PDFInfo
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- CN105649027A CN105649027A CN201511012280.9A CN201511012280A CN105649027A CN 105649027 A CN105649027 A CN 105649027A CN 201511012280 A CN201511012280 A CN 201511012280A CN 105649027 A CN105649027 A CN 105649027A
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- 230000005540 biological transmission Effects 0.000 claims description 93
- 238000003756 stirring Methods 0.000 claims description 35
- 239000002689 soil Substances 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 238000013019 agitation Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout 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
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—Shapes rectangular
-
- 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
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 discloses trapezoidal splicing equipment for crossed piles and rectangular piles. A plurality of concrete crossed splicing piles which are spaced apart the distance of one rectangular splicing pile are manufactured; when concrete of the crossed splicing piles at the two sides reaches certain strength, one rectangular hole is manufactured within the distance of every two concrete crossed splicing piles by use of a rectangular pile forming machine according to a working mode of the rectangular pile forming machine, and concrete is poured into the rectangular holes to form concrete rectangular splicing piles, so that a convex trapezoidal end head at the left end of the concrete rectangular splicing pile between every two concrete crossed splicing piles is fitted to a concave trapezoidal end head at the right end of the left concrete crossed splicing pile, and a convex trapezoidal end head at the right end of the concrete rectangular splicing pile is fitted to a concave trapezoidal end head at the left end of the right crossed splicing pile, and therefore, a pile wall, which is in mutual trapezoidal splicing with the plurality of concrete crossed splicing piles and the concrete rectangular splicing pile between every two concrete crossed splicing piles, is formed; and the pile wall is used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates in a kind of trapezoidal docking device, particularly a kind of building foundation engineering the cross pile and the trapezoidal docking device of rectangular pile that use.
Background technology
Cement-earth pile-formation machine is by the multiple drill bit rotational of power wheel drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with grout by multiple drill bit, at present, stake body formed by the cement-earth agitation driller of other pattern is all the molectron of multiple cement-earth cylinder, is not cruciform concrete pile and the stake wall of the mutual grafting of rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of cross pile and trapezoidal docking device of rectangular pile that can manufacture cruciform concrete pile body and the mutual trapezoidal grafting of rectangular concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of cross pile and the trapezoidal docking device of rectangular pile, comprise cross pile pile-formation machine and rectangular pile pile-formation machine.
Cross pile pile-formation machine comprises following structure: being pressed into bar and once hold and be fixed on electric motor one upper end, electric motor is once held and is fixed with transmission case five; It is pressed into bar one bottom left end and it is fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand is once held and is fixed with transmission case one, it is pressed into bar one bottom right-hand member and it is fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two times ends are fixed with transmission case two, it is pressed into bar one lower front part and it is fixed with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three times ends are fixed with transmission case three, being pressed into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four times ends are fixed with transmission case four; The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod, and the lower end of each drilling rod fixes a drill bit respectively; Between transmission case five and transmission case one, it is connected with one between transmission case five and transmission case two respectively and turns round axle one, between transmission case five and transmission case three, it is connected with one between transmission case five and transmission case four respectively and turns round axle two, the both sides of each torsion axle one are respectively equipped with one and stir cutter one, each stirs the torsion axle one that cutter one is fixed on its place by a tool arm, the both sides of each torsion axle two are respectively equipped with one and stir cutter two, and each stirs the torsion axle two that cutter two is fixed on its place by a tool arm;; The starboard quarter of transmission case two and right front export one respectively and turn round axle three, the right-hand member of this each torsion axle three fixes a trapezoidal cutter one respectively, the left back of transmission case one and left front export one respectively and turn round axle three, and the left end of this each torsion axle three fixes a trapezoidal cutter one respectively.
Rectangular pile pile-formation machine comprises following structure: being pressed into bar two times ends and be fixed on electric motor two upper end, electric motor two times ends are fixed on driving box three upper end; It is pressed into bar two bottom left end and it 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 driving box one, is pressed into bar two bottom right-hand member and 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 driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between driving box three and driving box one, being respectively equipped with a drive shaft one between driving box three and driving box two, a connecting arm is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter respectively; The right-hand member of driving box two exports a drive shaft two, and the right-hand member of this drive shaft two fixes a trapezoidal cutter two; The left end of driving box one exports a drive shaft two, and the left end of this drive shaft two fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture cruciform concrete pile body and the stake wall of the mutual trapezoidal 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 frontview of cross pile pile-formation machine;
Fig. 2 is the rear view of cross pile pile-formation machine;
Fig. 3 is the A A direction view of Fig. 1;
Fig. 4 is the B B view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is cross pile and the cross-sectional view of the trapezoidal grafting of rectangular pile.
In figure: 1, be pressed into bar one, 2, electric motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle 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, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stir cutter two, 23, turn round axle three, 24, trapezoidal cutter one, 26, trapezoidal cutter two; 31, be pressed into bar two, 32, electric motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, drive shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive shaft two, 46, connecting arm.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises cross pile pile-formation machine and rectangular pile pile-formation machine.
Cross pile pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: being pressed into bar one 1 times ends and be fixed on electric motor 1 upper end, electric motor is once held and is fixed with transmission case 53, it is pressed into bar one bottom left end and it is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand is once held and is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and it is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two times ends are fixed with transmission case 25, it is pressed into bar one lower front part and it is fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three times ends are fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and it is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four times ends are fixed with transmission case 4 19,The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and the lower end of each drilling rod fixes a drill bit 13 respectively; Between transmission case five and transmission case one, it is connected with one between transmission case five and transmission case two respectively and turns round axle 1, between transmission case five and transmission case three, it is connected with one between transmission case five and transmission case four respectively and turns round axle 2 20, the both sides of each torsion axle one are respectively equipped with one and stir cutter 1, each stirs the torsion axle one that cutter one is fixed on its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with one and stir cutter 2 22, and each stirs the torsion axle two that cutter two is fixed on its place by a tool arm; The starboard quarter of transmission case two and right front export one respectively and turn round axle 3 23, the right-hand member of this each torsion axle three fixes a trapezoidal cutter 1 respectively, the left back of transmission case one and left front export one respectively and turn round axle 3 23, and the left end of this each torsion axle three fixes a trapezoidal cutter 1 respectively.
The concrete mode of operation of cross pile pile-formation machine is as follows: be also provided with cementer on pile frame, during work, each drill bit is poured into high pressure water by cementer respectively, it is pressed into bar one during work to apply downward to be pressed into power, electric motor one drives transmission case five running, the rotation that transmission case five turns round axle one by the two of left and right in running drives transmission case one and transmission case two running respectively, and the rotation that transmission case five turns round axle two by the two of front and back in running drives transmission case three and transmission case four running respectively; Transmission case two drives two of right-hand member to turn round two trapezoidal cuttves one rotation that axle three drives right-hand member in operation process, and transmission case one drives two of left end to turn round two trapezoidal cuttves one rotation that axle three drives left end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five drive a drill bit under it to rotate by a drilling rod under it respectively in running; Turn round axle one for two and stir cutter one rotation by the tool arm drive on it respectively in rotation, turn round axles two for two and stir cutter two rotation by the tool arm drive on it respectively in rotation; The soil cutting of its underpart is stirred by five drill bits in rotation, stir cutter one, stir cutter two in rotation by be less than between two drill bits drill bit diameter, the unhewn part soil cutting of drill bit stirs; The soil cutting of right-hand member is become recessed trapezoidal termination by the trapezoidal cutter one of two of right-hand member in rotation, and the soil cutting of left end is become recessed trapezoidal termination by the trapezoidal cutter one of two of left end in rotation; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process formation about one two ends downwards respectively with the cruciform vent of recessed trapezoidal termination.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: being pressed into bar 2 31 times ends and be fixed on electric motor 2 32 upper end, electric motor two times ends are fixed on driving box 3 33 upper end; It is pressed into bar two bottom left end and it 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 driving box 1, it is pressed into bar two bottom right-hand member and it 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 driving box 2 35; The lower end of driving box one, driving box two, driving box 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; Between driving box three and driving box one, being respectively equipped with a drive shaft 1 between driving box three and driving box two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively;The right-hand member of driving box two exports a drive shaft 2 44, and the right-hand member of this drive shaft two fixes a trapezoidal cutter 2 26; The left end of driving box one exports a drive shaft two, and the left end of this drive shaft two fixes a trapezoidal cutter 2 26.
The concrete mode of operation of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, during work, each drill bit is injected high pressure water by high-pressure pump respectively, electric motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives drive shaft two rotation of right-hand member in running, driving box one drives drive shaft two rotation of left end in running, driving box one, driving box two, driving box three drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter and drill bit diameter between every two drill bits, will be less than in rotation process, the unhewn part soil cutting of drill bit stirs, the drive shaft two of left end drives trapezoidal cutter two rotation on left end drive shaft two in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by this trapezoidal cutter two in rotation, the drive shaft two of right-hand member drives trapezoidal cutter two rotation on right-hand member drive shaft two in rotation, the soil cutting of the termination in right portion is become convex trapezoidal termination by this trapezoidal cutter two in rotation, the soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed into process formation about one two ends downwards respectively with the rectangle hole of convex trapezoidal termination.
Cruciform grafting stake two ends recessed trapezoidal termination and the convex trapezoidal termination at rectangle grafting stake two ends match;
Cross pile pile-formation machine and rectangular pile pile-formation machine associated working process are as follows: first in the zero position needing pile axis, a cruciform vent is manufactured according to the mode of operation of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, casting concrete, formation concrete cruciform grafting stake in this cruciform vent, manufacture the cruciform grafting stake of the 2nd concrete again in the distance on the right side of this concrete cruciform grafting stake, the rectangle grafting stake in interval, so manufacture one, multiple interval rectangle grafting pilespacing from multiple concrete cruciform grafting stakes, when the concrete of the cruciform grafting stake on both sides reaches certain intensity, again in spacing between every two concrete cruciform grafting stakes, a rectangle hole is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangle hole, form concrete rectangular grafting stake, the convex trapezoidal termination of the concrete rectangular grafting stake left end between every two concrete cruciform grafting stakes is made to be fit to the recessed trapezoidal termination of left side concrete cruciform 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 concrete cruciform grafting stake left end, so form the stake wall of the mutual trapezoidal grafting of concrete rectangular grafting stake between multiple concrete cruciform grafting stake and every two concrete cruciform grafting stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. cross pile and the trapezoidal docking device of rectangular pile, comprise cross pile pile-formation machine and rectangular pile pile-formation machine;
It is characterized in that: the concrete structure of cross pile pile-formation machine comprises: being pressed into bar one 1 times ends and be fixed on electric motor 1 upper end, electric motor is once held and is fixed with transmission case 53;It is pressed into bar one bottom left end and it is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand is once held and is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and it is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two times ends are fixed with transmission case 25, it is pressed into bar one lower front part and it is fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three times ends are fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and it is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four times ends are fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and the lower end of each drilling rod fixes a drill bit 13 respectively, between transmission case five and transmission case one, it is connected with one between transmission case five and transmission case two respectively and turns round axle 1, between transmission case five and transmission case three, it is connected with one between transmission case five and transmission case four respectively and turns round axle 2 20, the both sides of each torsion axle one are respectively equipped with one and stir cutter 1, each stirs the torsion axle one that cutter one is fixed on its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with one and stir cutter 2 22, and each stirs the torsion axle two that cutter two is fixed on its place by a tool arm, the starboard quarter of transmission case two and right front export one respectively and turn round axle 3 23, the right-hand member of this each torsion axle three fixes a trapezoidal cutter 1 respectively, the left back of transmission case one and left front export one respectively and turn round axle 3 23, and the left end of this each torsion axle three fixes a trapezoidal cutter 1 respectively,
When cross pile pile-formation machine works, each drill bit is poured into high pressure water by cementer respectively, it is pressed into bar one during work to apply downward to be pressed into power, electric motor one drives transmission case five running, the rotation that transmission case five turns round axle one by the two of left and right in running drives transmission case one and transmission case two running respectively, and the rotation that transmission case five turns round axle two by the two of front and back in running drives transmission case three and transmission case four running respectively; Transmission case two drives two of right-hand member to turn round two trapezoidal cuttves one rotation that axle three drives right-hand member in operation process, and transmission case one drives two of left end to turn round two trapezoidal cuttves one rotation that axle three drives left end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five drive a drill bit under it to rotate by a drilling rod under it respectively in running; Turn round axle one for two and stir cutter one rotation by the tool arm drive on it respectively in rotation, turn round axles two for two and stir cutter two rotation by the tool arm drive on it respectively in rotation; The soil cutting of its underpart is stirred by five drill bits in rotation, stir cutter one, stir cutter two in rotation by be less than between two drill bits drill bit diameter, the unhewn part soil cutting of drill bit stirs; The soil cutting of right-hand member is become recessed trapezoidal termination by the trapezoidal cutter one of two of right-hand member in rotation, and the soil cutting of left end is become recessed trapezoidal termination by the trapezoidal cutter one of two of left end in rotation; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process formation about one two ends downwards respectively with the cruciform vent of recessed trapezoidal termination;
The concrete structure of rectangular pile pile-formation machine comprises: being pressed into bar 2 31 times ends and be fixed on electric motor 2 32 upper end, electric motor two times ends are fixed on driving box 3 33 upper end;It is pressed into bar two bottom left end and it 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 driving box 1, it is pressed into bar two bottom right-hand member and it 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 driving box 2 35; The lower end of driving box one, driving box two, driving box 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; Between driving box three and driving box one, being respectively equipped with a drive shaft 1 between driving box three and driving box two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively; The right-hand member of driving box two exports a drive shaft 2 44, and the right-hand member of this drive shaft two fixes a trapezoidal cutter 2 26; The left end of driving box one exports a drive shaft two, and the left end of this drive shaft two fixes a trapezoidal cutter 2 26;
When rectangular pile pile-formation machine works, each drill bit is injected high pressure water by high-pressure pump respectively, electric motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives drive shaft two rotation of right-hand member in running, driving box one drives drive shaft two rotation of left end in running, driving box one, driving box two, driving box three drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter and drill bit diameter between every two drill bits, will be less than in rotation process, the unhewn part soil cutting of drill bit stirs, the drive shaft two of left end drives trapezoidal cutter two rotation on left end drive shaft two in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by this trapezoidal cutter two in rotation, the drive shaft two of right-hand member drives trapezoidal cutter two rotation on right-hand member drive shaft two in rotation, the soil cutting of the termination in right portion is become convex trapezoidal termination by this trapezoidal cutter two in rotation, the soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed into process formation about one two ends downwards respectively with the rectangle hole of convex trapezoidal termination,
Cross pile pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a cruciform vent is manufactured according to the mode of operation of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, casting concrete, formation concrete cruciform grafting stake in this cruciform vent, manufacture the cruciform grafting stake of the 2nd concrete again in the distance on the right side of this concrete cruciform grafting stake, the rectangle grafting stake in interval, so manufacture one, multiple interval rectangle grafting pilespacing from multiple concrete cruciform grafting stakes, when the concrete of the cruciform grafting stake on both sides reaches certain intensity, again in spacing between every two concrete cruciform grafting stakes, a rectangle hole is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangle hole, form concrete rectangular grafting stake, the convex trapezoidal termination of the concrete rectangular grafting stake left end between every two concrete cruciform grafting stakes is made to be fit to the recessed trapezoidal termination of left side concrete cruciform 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 concrete cruciform grafting stake left end, so form the stake wall of the mutual trapezoidal grafting of concrete rectangular grafting stake between multiple concrete cruciform grafting stake and every two concrete cruciform grafting stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012280.9A CN105649027A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal splicing equipment for crossed piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012280.9A CN105649027A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal splicing equipment for crossed piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649027A true CN105649027A (en) | 2016-06-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012280.9A Withdrawn CN105649027A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal splicing equipment for crossed piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105649027A (en) |
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2015
- 2015-12-31 CN CN201511012280.9A patent/CN105649027A/en not_active Withdrawn
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Application publication date: 20160608 |
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