CN105625330A - Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles - Google Patents
Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles Download PDFInfo
- Publication number
- CN105625330A CN105625330A CN201511012284.7A CN201511012284A CN105625330A CN 105625330 A CN105625330 A CN 105625330A CN 201511012284 A CN201511012284 A CN 201511012284A CN 105625330 A CN105625330 A CN 105625330A
- Authority
- CN
- China
- Prior art keywords
- transmission case
- pile
- fixed
- rotation
- trapezoidal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000004568 cement Substances 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 230000005540 biological transmission Effects 0.000 claims description 93
- 238000003756 stirring Methods 0.000 claims description 37
- 239000011440 grout Substances 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 15
- 238000003032 molecular docking Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000037431 insertion Effects 0.000 abstract 1
- 238000003780 insertion Methods 0.000 abstract 1
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention provides trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles. A plurality of cross-shaped cement soil inserting-connection piles are manufactured, and every two adjacent cross-shaped cement soil inserting-connection piles are spaced by the distance of one rectangular inserting-connection pile. When cement soil of the cross-shaped cement soil inserting-connection piles on the two sides reaches a certain strength, a rectangular pile forming machine is used for manufacturing one rectangular cement soil inserting-connection pile in the space between every two cross-shaped inserting-connection piles in the working manner of the rectangular pile forming machine, so that the left convex trapezoidal end of the rectangular inserting-connection pile between every two cross-shaped inserting-connection piles is matched with the right concave trapezoidal end of the cross-shaped inserting-connection pile on the left side, and the right convex trapezoidal end of the rectangular inserting-connection pile of the rectangular inserting-connection pile is matched with the left concave trapezoidal end of the cross-shaped inserting-connection pile on the right side. In this way, the multiple cross-shaped cement soil inserting-connection piles and the rectangular cement soil inserting-connection pile between every two cross-shaped cement soil inserting-connection piles are connected in a trapezoidal insertion mode to form a cement soil piling wall, and the piling wall is used for soil retaining and seepage prevention 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 cement earth pile and the stake wall of the mutual grafting of rectangle cement earth 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 cement soil pile and the mutual trapezoidal grafting of rectangle cement soil pile.
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 cement soil pile and the cement-soil pile of the mutual trapezoidal grafting of rectangle cement soil pile, 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, 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 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 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 trapezoidal termination by the trapezoidal cutter one of two of right-hand member in rotation, and the soil cutting of left end and grout are stirred into recessed trapezoidal termination by the trapezoidal cutter one of two 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 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 grout 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 earth of its lower end and grout are 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 body of drill bit and grout stir, the drive shaft two of left end drives trapezoidal cutter two rotation on left end drive shaft two in rotation, the soil body of the termination of left part and grout are stirred into 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 body of the termination in right portion and grout are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation, it is pressed into bar two and it is pressed into process formation about one two ends downwards respectively with the cement-earth rectangle grafting stake 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 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 cement-earth rectangle grafting stake is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the convex trapezoidal termination of the rectangle grafting stake left end between every two cruciform grafting stakes is made to be fit to the recessed trapezoidal termination of left side cruciform grafting stake right-hand member, the convex trapezoidal termination of rectangle grafting stake right-hand member is fit to the recessed trapezoidal termination of the right cruciform grafting stake left end, so form the cement-soil pile of the cement-earth mutual trapezoidal grafting of rectangle 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 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, 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 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 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 trapezoidal termination by the trapezoidal cutter one of two of right-hand member in rotation, and the soil cutting of left end and grout are stirred into recessed trapezoidal termination by the trapezoidal cutter one of two 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 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 grout 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 earth of its lower end and grout are 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 earth of drill bit and grout stir, the drive shaft two of left end drives trapezoidal cutter two rotation on left end drive shaft two in rotation, the soil body of the termination of left part and grout are stirred into 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 body of the termination in right portion and grout are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation, it is pressed into bar two and it is pressed into process formation about one two ends downwards respectively with the cement-earth rectangle grafting stake 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 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 cement-earth rectangle grafting stake is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the convex trapezoidal termination of the rectangle grafting stake left end between every two cruciform grafting stakes is made to be fit to the recessed trapezoidal termination of left side cruciform grafting stake right-hand member, the convex trapezoidal termination of rectangle grafting stake right-hand member is fit to the recessed trapezoidal termination of the right cruciform grafting stake left end, so form the cement-soil pile of the cement-earth mutual trapezoidal grafting of rectangle 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 |
|---|---|---|---|
| CN201511012284.7A CN105625330A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012284.7A CN105625330A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625330A true CN105625330A (en) | 2016-06-01 |
Family
ID=56040640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012284.7A Withdrawn CN105625330A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625330A (en) |
-
2015
- 2015-12-31 CN CN201511012284.7A patent/CN105625330A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105507264A (en) | Trapezoidal buckling equipment with cross piles and rectangular piles | |
| CN105649029A (en) | Rectangular buckling equipment for L-shaped piles and rectangular piles | |
| CN105442540A (en) | V-shaped buckling equipment for crossed piles and rectangular piles | |
| CN105625334A (en) | Cross pile and rectangular pile rectangular insertion equipment | |
| CN105625337A (en) | Cross pile and rectangular pile arc insertion equipment | |
| CN105625336A (en) | Cross pile and rectangular pile arc insertion equipment | |
| CN105625329A (en) | Circular arc inserting-combination equipment for cross-shaped piles and rectangular piles | |
| CN105507266A (en) | Rectangular inserting equipment with cross piles and rectangular piles | |
| CN105625330A (en) | Trapezoidal inserting-connection equipment for cross-shaped piles and rectangular piles | |
| CN105625361A (en) | Pi-shaped pile and rectangular pile V-shaped insertion equipment | |
| CN105507268A (en) | Arc inserting equipment with cross piles and rectangular piles | |
| CN105649041A (en) | Semicircular splicing equipment for n-shaped piles and rectangular piles | |
| CN105421399A (en) | Rectangular inserting device for cross pile and rectangular pile | |
| CN105625324A (en) | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles | |
| CN105625370A (en) | Pi-shaped pile and rectangular pile semicircular insertion equipment | |
| CN105421402A (en) | Rectangular inserting buckling device for cross pile and rectangular pile | |
| CN105625359A (en) | V-shaped splicing equipment for pi-shaped piles and rectangular piles | |
| CN105625327A (en) | Circular arc combination equipment for cross-shaped piles and rectangular piles | |
| CN105625331A (en) | Cross pile and rectangular pile trapezoidal insertion equipment | |
| CN105649027A (en) | Trapezoidal splicing equipment for crossed piles and rectangular piles | |
| CN105649026A (en) | V-shaped eye-splice equipment for crossed piles and rectangular piles | |
| CN105649028A (en) | Trapezoidal eye-splice equipment for crossed piles and rectangular piles | |
| CN105625328A (en) | Circular arc connection equipment for cross-shaped piles and rectangular piles | |
| CN105625333A (en) | Cross pile and rectangular pile rectangular locking equipment | |
| CN105625335A (en) | Cross pile and rectangular pile arc locking equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160601 |