CN105625334A - Cross pile and rectangular pile rectangular insertion equipment - Google Patents
Cross pile and rectangular pile rectangular insertion equipment Download PDFInfo
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- CN105625334A CN105625334A CN201511012298.9A CN201511012298A CN105625334A CN 105625334 A CN105625334 A CN 105625334A CN 201511012298 A CN201511012298 A CN 201511012298A CN 105625334 A CN105625334 A CN 105625334A
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- 230000037431 insertion Effects 0.000 title abstract 16
- 238000003780 insertion Methods 0.000 title abstract 16
- 239000002689 soil Substances 0.000 claims abstract description 31
- 239000004568 cement Substances 0.000 claims abstract description 13
- 230000005540 biological transmission Effects 0.000 claims description 93
- 238000003756 stirring Methods 0.000 claims description 35
- 238000005553 drilling Methods 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 12
- 239000011440 grout Substances 0.000 claims description 11
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 1
- 238000013019 agitation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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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
-
- 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)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses cross pile and rectangular pile rectangular insertion equipment. Multiple cement soil cross insertion piles spaced by one rectangular insertion pile are manufactured; when cement soil of the cross insertion piles on two sides reaches a certain strength, rectangular holes are formed in gaps between every two cross insertion piles by a rectangular pile forming machine according to a working mode of the rectangular pile forming machine; concrete is cast in the rectangular holes to form concrete rectangular insertion piles; and convex rectangular ends at the left ends of the concrete rectangular insertion piles between every two cement soil cross insertion piles are matched with concave rectangular ends at the right ends of the cement soil cross insertion piles on the left side, and convex rectangular ends at the right ends of the concrete rectangular insertion piles are matched with concave rectangular ends at the left ends of the cement soil cross insertion piles on the right side, so that pile walls for mutual rectangular insertion between the multiple cement soil cross insertion piles and the concrete rectangular insertion piles between every two cement soil cross insertion piles are formed for soil retaining and leakage prevention of building foundation.
Description
Technical field
The present invention relates in a kind of rectangle docking device, particularly a kind of building foundation engineering the cross pile and rectangular pile rectangle docking device 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 the mutual grafting stake wall of cruciform cement earth pile and Rectangular Concrete.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of cross pile and rectangular pile rectangle docking device that can manufacture cruciform cement soil pile and the mutual rectangle grafting of rectangular concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of cross pile and rectangular pile rectangle docking device, 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 rectangle 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 rectangle 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 rectangle 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 rectangle cutter two.
The present invention has following feature:
The present invention can manufacture cruciform cement soil pile and the stake wall of the mutual rectangle 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 rectangular pile rectangle grafting.
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, rectangle cutter one, 26, rectangle 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 rectangle 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 rectangle 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, cementer is to each drill bit grout injection 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 rectangle 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 rectangle 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 earth of its underpart is cut in rotation and stirs with grout by five drill bits, stir cutter one, stir cutter two in rotation by be less than between two drill bits drill bit diameter, the unhewn part soil body of drill bit and grout stirring; The soil cutting of right-hand member and grout are stirred into recessed rectangle termination by two rectangle cuttves one of right-hand member in rotation, and the soil cutting of left end and grout are stirred into recessed rectangle termination by two rectangle cuttves one of left end in rotation; It is pressed into bar one and it is pressed into process formation about one two ends downwards respectively with the cement-earth cruciform grafting stake of recessed rectangle 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 rectangle 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 rectangle 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 to be stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process, the drive shaft two of left end drives rectangle cutter two rotation on left end drive shaft two in rotation, the soil cutting of the termination of left part is become convex rectangle termination by this rectangle cutter two in rotation, the drive shaft two of right-hand member drives rectangle cutter two rotation on right-hand member drive shaft two in rotation, the soil cutting of the termination in right portion is become convex rectangle termination by this rectangle 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 rectangle termination.
Cruciform grafting stake two ends recessed rectangle termination and the convex rectangle 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 cement-earth cruciform grafting stake is manufactured according to the mode of operation of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, on the right side of this cruciform grafting stake, the distance of the rectangle grafting stake in interval manufacture the 2nd cement-earth cruciform grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple cement-earth cruciform grafting stakes, when the soil cement intensity of the cruciform grafting stake on both sides reaches certain intensity, again in spacing between every two 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 rectangle termination of the concrete rectangular grafting stake left end between every two cement-earth cruciform grafting stakes is made to be fit to the recessed rectangle termination of left side cement-earth cruciform grafting stake right-hand member, the convex rectangle termination of concrete rectangular grafting stake right-hand member is fit to the recessed rectangle termination of the right cement-earth cruciform grafting stake left end, so form the stake wall of the mutual rectangle grafting of concrete rectangular grafting stake between multiple cement-earth cruciform grafting stake and every two cement-earth cruciform grafting stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. cross pile and a rectangular pile rectangle docking device, 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 rectangle 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 rectangle cutter 1 respectively,
When cross pile pile-formation machine works, cementer is to each drill bit grout injection 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 rectangle 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 rectangle 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 earth of its underpart is cut in rotation and stirs with grout by five drill bits, stir cutter one, stir cutter two in rotation by be less than between two drill bits drill bit diameter, the unhewn part soil body of drill bit and grout stirring; The soil cutting of right-hand member and grout are stirred into recessed rectangle termination by two rectangle cuttves one of right-hand member in rotation, and the soil cutting of left end and grout are stirred into recessed rectangle termination by two rectangle cuttves one of left end in rotation; It is pressed into bar one and it is pressed into process formation about one two ends downwards respectively with the cement-earth cruciform grafting stake of recessed rectangle 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 rectangle 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 rectangle 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 to be stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process, the drive shaft two of left end drives rectangle cutter two rotation on left end drive shaft two in rotation, the soil cutting of the termination of left part is become convex rectangle termination by this rectangle cutter two in rotation, the drive shaft two of right-hand member drives rectangle cutter two rotation on right-hand member drive shaft two in rotation, the soil cutting of the termination in right portion is become convex rectangle termination by this rectangle 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 rectangle termination,
Cross pile pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a cement-earth cruciform grafting stake is manufactured according to the mode of operation of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, on the right side of this cruciform grafting stake, the distance of the rectangle grafting stake in interval manufacture the 2nd cement-earth cruciform grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple cement-earth cruciform grafting stakes, when the soil cement intensity of the cruciform grafting stake on both sides reaches certain intensity, again in spacing between every two 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 rectangle termination of the concrete rectangular grafting stake left end between every two cement-earth cruciform grafting stakes is made to be fit to the recessed rectangle termination of left side cement-earth cruciform grafting stake right-hand member, the convex rectangle termination of concrete rectangular grafting stake right-hand member is fit to the recessed rectangle termination of the right cement-earth cruciform grafting stake left end, so form the stake wall of the mutual rectangle grafting of concrete rectangular grafting stake between multiple cement-earth cruciform grafting stake and every two cement-earth cruciform grafting stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012298.9A CN105625334A (en) | 2015-12-31 | 2015-12-31 | Cross pile and rectangular pile rectangular insertion equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012298.9A CN105625334A (en) | 2015-12-31 | 2015-12-31 | Cross pile and rectangular pile rectangular insertion equipment |
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| Publication Number | Publication Date |
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| CN105625334A true CN105625334A (en) | 2016-06-01 |
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| CN201511012298.9A Withdrawn CN105625334A (en) | 2015-12-31 | 2015-12-31 | Cross pile and rectangular pile rectangular insertion equipment |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421400A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Rectangular inserting device for cross pile and rectangular pile |
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2015
- 2015-12-31 CN CN201511012298.9A patent/CN105625334A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421400A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | Rectangular inserting device for cross pile and rectangular pile |
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Application publication date: 20160601 |