CN105649028A - Trapezoidal eye-splice equipment for crossed piles and rectangular piles - Google Patents
Trapezoidal eye-splice equipment for crossed piles and rectangular piles Download PDFInfo
- Publication number
- CN105649028A CN105649028A CN201511012287.0A CN201511012287A CN105649028A CN 105649028 A CN105649028 A CN 105649028A CN 201511012287 A CN201511012287 A CN 201511012287A CN 105649028 A CN105649028 A CN 105649028A
- Authority
- CN
- China
- Prior art keywords
- transmission case
- eye
- pile
- splice
- fixed
- 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- Withdrawn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 29
- 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 17
- 238000005520 cutting process Methods 0.000 claims description 12
- 239000011440 grout Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 238000013019 agitation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 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
- E02D2300/002—Concrete
-
- 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)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses trapezoidal eye-splice equipment for crossed piles and rectangular piles. A plurality of cemented soil crossed eye-splice piles which are spaced apart the distance of one rectangular eye-splice pile are manufactured; when cemented soil of the crossed eye-splice piles at the two sides reaches certain strength, one rectangular hole is manufactured within the distance of every two crossed eye-splice 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 eye-splice piles, so that a convex trapezoidal end head at the left end of the concrete rectangular eye-splice pile between every two cemented soil crossed eye-splice piles is fitted to a concave trapezoidal end head at the right end of the left cemented soil crossed eye-splice pile, and a concave trapezoidal end head at the right end of the concrete rectangular eye-splice pile is fitted to a convex trapezoidal end head at the left end of the right cemented soil crossed eye-splice pile, and therefore, a pile wall, which is in mutual trapezoidal eye-splice with the plurality of cemented soil crossed eye-splice piles and the concrete rectangular eye-splice pile between every two cemented soil crossed eye-splice 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 eye-splice equipment, particularly a kind of building foundation engineering the cross pile and the trapezoidal eye-splice equipment 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 the mutual eye-splice stake wall of cruciform cement earth pile and rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of cross pile and trapezoidal eye-splice equipment of rectangular pile that can manufacture cruciform cement soil pile and the mutual trapezoidal eye-splice of rectangular concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of cross pile and the trapezoidal eye-splice equipment 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, and each right-hand member turning round axle three fixes a trapezoidal cutter one respectively, and the left end of transmission case one exports one and turns round axle four, and the left end turning round axle four fixes a trapezoidal cutter two.
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 starboard quarter of driving box two and right front export a drive shaft two respectively, and the right-hand member of each drive shaft two fixes a trapezoidal cutter one respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture cruciform cement soil pile and the stake wall of the mutual trapezoidal eye-splice 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 eye-splice 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, 25, turn round axle four, 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, 47, drive shaft three.
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, and each right-hand member turning round axle three fixes a trapezoidal cutter 1 respectively, and the left end of transmission case one exports one and turns round axle 4 25, and the left end turning round axle four fixes a trapezoidal cutter 2 26.
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 in operation process turns round trapezoidal cutter one rotation that axle three drives right-hand member, and transmission case one drives in operation process turns round trapezoidal cutter two rotation that axle four drives left end; 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 two trapezoidal cuttves one in rotation, the soil cutting of left end and grout are stirred into convex trapezoidal termination, the recessed trapezoidal termination in right portion and the convex trapezoidal termination of left part in rotation and match by trapezoidal cutter two; It is pressed into bar one to be pressed into process downwards and form left end with convex trapezoidal termination, right-hand member with the cruciform eye-splice 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 starboard quarter of driving box two and right front export a drive shaft 2 44 respectively, and the right-hand member of each drive shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three 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 the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving box one drives drive shaft three rotation 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, two drive shafts two drive trapezoidal cutter one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed trapezoidal termination by trapezoidal cutter one in rotation, drive shaft three drives trapezoidal cutter two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination in right portion and the convex trapezoidal termination of left part match, 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 downwards and forms left end with convex trapezoidal termination, right-hand member with the rectangle hole of recessed trapezoidal termination.
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 eye-splice 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 eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd cement-earth cruciform eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-earth cruciform eye-splice stakes, when the soil cement intensity of the cruciform eye-splice stake on both sides reaches certain intensity, again in spacing between every two cruciform eye-splice 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 eye-splice stake, the convex trapezoidal termination of the concrete rectangular eye-splice stake left end between every two cement-earth cruciform eye-splice stakes is made to be fit to the recessed trapezoidal termination of left side cement-earth cruciform eye-splice stake right-hand member, the recessed trapezoidal termination of concrete rectangular eye-splice stake right-hand member is fit to the convex trapezoidal termination of the right cement-earth cruciform eye-splice stake left end, so form the stake wall of the mutual trapezoidal eye-splice of concrete rectangular eye-splice stake between multiple cement-earth cruciform eye-splice stake and every two cement-earth cruciform eye-splice stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. cross pile and the trapezoidal eye-splice equipment 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, and each right-hand member turning round axle three fixes a trapezoidal cutter 1 respectively, and the left end of transmission case one exports one and turns round axle 4 25, and the left end turning round axle four fixes a trapezoidal cutter 2 26,
Cross pile pile-formation machine is pressed into bar one and applies downward to be pressed into power when working, 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 in operation process turns round trapezoidal cutter one rotation that axle three drives right-hand member, and transmission case one drives in operation process turns round trapezoidal cutter two rotation that axle four drives left end; 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 two trapezoidal cuttves one in rotation, the soil cutting of left end and grout are stirred into convex trapezoidal termination, the recessed trapezoidal termination in right portion and the convex trapezoidal termination of left part in rotation and match by trapezoidal cutter two; It is pressed into bar one to be pressed into process downwards and form left end with convex trapezoidal termination, right-hand member with the cruciform eye-splice 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 starboard quarter of driving box two and right front export a drive shaft 2 44 respectively, and the right-hand member of each drive shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three 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 the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving box one drives drive shaft three rotation 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, two drive shafts two drive trapezoidal cutter one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed trapezoidal termination by trapezoidal cutter one in rotation, drive shaft three drives trapezoidal cutter two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination in right portion and the convex trapezoidal termination of left part match, it is pressed into bar two to be pressed into process downwards and form left end with convex trapezoidal termination, right-hand member with the rectangle hole of recessed 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 eye-splice 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 eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd cement-earth cruciform eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-earth cruciform eye-splice stakes, when the soil cement intensity of the cruciform eye-splice stake on both sides reaches certain intensity, again in spacing between every two cruciform eye-splice 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 eye-splice stake, the convex trapezoidal termination of the concrete rectangular eye-splice stake left end between every two cement-earth cruciform eye-splice stakes is made to be fit to the recessed trapezoidal termination of left side cement-earth cruciform eye-splice stake right-hand member, the recessed trapezoidal termination of concrete rectangular eye-splice stake right-hand member is fit to the convex trapezoidal termination of the right cement-earth cruciform eye-splice stake left end, so form the stake wall of the mutual trapezoidal eye-splice of concrete rectangular eye-splice stake between multiple cement-earth cruciform eye-splice stake and every two cement-earth cruciform eye-splice stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012287.0A CN105649028A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal eye-splice equipment for crossed piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012287.0A CN105649028A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal eye-splice equipment for crossed piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649028A true CN105649028A (en) | 2016-06-08 |
Family
ID=56477181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012287.0A Withdrawn CN105649028A (en) | 2015-12-31 | 2015-12-31 | Trapezoidal eye-splice equipment for crossed piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105649028A (en) |
-
2015
- 2015-12-31 CN CN201511012287.0A patent/CN105649028A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649029A (en) | Rectangular buckling equipment for L-shaped piles and rectangular piles | |
| CN105625309A (en) | Rectangular plugging equipment for H piles and rectangular piles | |
| CN105625384A (en) | Rectangular eye-splice equipment for pi-shaped piles and rectangular piles | |
| CN105625337A (en) | Cross pile and rectangular pile arc insertion equipment | |
| CN105625334A (en) | Cross pile and rectangular pile rectangular 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 | |
| CN105649023A (en) | V-shaped eye-splice equipment for H-shaped piles and rectangular piles | |
| CN105649041A (en) | Semicircular splicing equipment for n-shaped piles and rectangular piles | |
| CN105625324A (en) | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles | |
| CN105625369A (en) | Pi-shaped pile and rectangular pile semicircular locking equipment | |
| CN105625343A (en) | V-shaped eye-splicing equipment for L-shaped piles and rectangular piles | |
| CN105625312A (en) | H pile and rectangular pile rectangular insertion equipment | |
| CN105625360A (en) | V-shaped splicing equipment for pi-shaped piles and rectangular piles | |
| CN105625370A (en) | Pi-shaped pile and rectangular pile semicircular insertion equipment | |
| CN105625359A (en) | V-shaped splicing equipment for pi-shaped piles and rectangular piles | |
| CN105649028A (en) | Trapezoidal eye-splice equipment for crossed piles and rectangular piles | |
| CN105625381A (en) | Rectangular inserting and connecting equipment for pi-shaped piles and rectangular piles | |
| CN105649027A (en) | Trapezoidal splicing equipment for crossed piles and rectangular piles | |
| CN105625335A (en) | Cross pile and rectangular pile arc locking equipment | |
| CN105625333A (en) | Cross pile and rectangular pile rectangular locking equipment | |
| CN105625332A (en) | Cross pile and rectangular pile rectangular locking equipment | |
| CN105649025A (en) | Circular-arc jointing equipment for crossed piles and rectangular piles | |
| CN105625328A (en) | Circular arc connection equipment for cross-shaped piles and rectangular piles | |
| CN105649026A (en) | V-shaped eye-splice equipment for crossed piles and rectangular piles |
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: 20160608 |