CN105625322A - Circular arc shackle equipment for H-shaped piles and rectangular piles - Google Patents
Circular arc shackle equipment for H-shaped piles and rectangular piles Download PDFInfo
- Publication number
- CN105625322A CN105625322A CN201511012230.0A CN201511012230A CN105625322A CN 105625322 A CN105625322 A CN 105625322A CN 201511012230 A CN201511012230 A CN 201511012230A CN 105625322 A CN105625322 A CN 105625322A
- Authority
- CN
- China
- Prior art keywords
- wheel casing
- pile
- concrete
- driving box
- rotation
- 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- Withdrawn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 38
- 239000004568 cement Substances 0.000 claims abstract description 12
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims description 33
- 238000005520 cutting process Methods 0.000 claims description 20
- 238000005553 drilling Methods 0.000 claims description 19
- 238000003756 stirring Methods 0.000 claims description 13
- 230000001360 synchronised effect Effects 0.000 claims description 12
- 239000011440 grout Substances 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 230000002265 prevention Effects 0.000 abstract 1
- 238000013019 agitation Methods 0.000 description 1
- 238000005516 engineering process Methods 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
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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention provides circular arc shackle equipment for H-shaped piles and rectangular piles. A plurality of H-shaped concrete shackle piles are manufactured, and every two adjacent H-shaped concrete shackle piles are spaced by the distance of one rectangular shackle pile. When concrete of the H-shaped shackle piles on the two sides reaches a certain strength, a rectangular pile forming machine is used for manufacturing one rectangular cement soil shackle pile in the front portion of the space between every two H-shaped concrete shackle piles according to the working manner that the rectangular pile forming machine manufactures cement soil piles. In this way, the multiple H-shaped concrete shackle piles and the front rectangular cement soil shackle piles and a rear rectangular cement soil shackle pile between every two H-shaped concrete shackle piles are connected in a mutual circular arc buckled mode to form a 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 arc latched equipment, particularly a kind of building foundation engineering the H stake and the arc latched 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 H concrete pile and rectangle cement earth pile and the mutual snap close stake wall of rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of can manufacture the mutually arc latched H stake of H concrete pile body and rectangle cement soil pile and rectangular concrete pile body and the arc latched equipment of rectangular pile.
The present invention is achieved through the following technical solutions:
A kind of H stake and the arc latched equipment of rectangular pile, comprise H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation machine comprises following structure: anterior cross bar one, the cross bar two at rear portion and the cross bar three of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar one, cross bar three middle lower portion is fixed with armstand seven, armstand seven times ends are fixed with motor one, the lower end of motor one is fixed with wheel casing seven, the lower end in the centre of cross bar one is fixed with armstand one, the lower end of armstand one is fixed with wheel casing one, the left end bottom of cross bar one is fixed with armstand two, the lower end of armstand two is fixed with wheel casing two, the right-hand member bottom of cross bar one is fixed with armstand three, the lower end of armstand three is fixed with wheel casing three, the lower end in the centre of cross bar two is fixed with armstand four, the lower end of armstand four is fixed with wheel casing four, the left end bottom of cross bar two is fixed with armstand five, the lower end of armstand five is fixed with wheel casing five, the right-hand member bottom of cross bar two is fixed with armstand six, the lower end of armstand six is fixed with wheel casing six, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle one, a fixing arm is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle two respectively, and the left end of this each turning axle two fixes a convex round cutter respectively, the right-hand member of wheel casing three and the right-hand member of wheel casing six export a turning axle two respectively, and the right-hand member of this each turning axle two fixes a convex round cutter respectively.
Rectangular pile pile-formation machine comprises following structure: being pressed into bar two times ends and be fixed on motor two upper end, 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 this each drive shaft two fixes a recessed round cutter respectively; The left back of driving box one and left front export a drive shaft two respectively, and the left end of this each drive shaft two fixes a recessed round cutter respectively.
The present invention has following feature:
The present invention can manufacture the mutually arc latched stake wall of H concrete pile body and rectangle cement soil pile and 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 H stake pile-formation machine;
Fig. 2 is the rear view of H stake 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 C C direction view of Fig. 1;
Fig. 6 is the structural representation of rectangular pile pile-formation machine;
Fig. 7 is the D D view of Fig. 5;
Fig. 8 is the arc latched cross-sectional view of H stake and rectangular pile.
In figure: 1, be pressed into bar one, 2, motor one, 3, wheel casing one, 4, wheel casing two, 5, wheel casing three, 6, cross bar one, 7, armstand one, 8, turning axle one, 9, rotary-cut cutter, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit, 14, turning axle two, 15, recessed round cutter, 16, armstand seven, 17, wheel casing seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, wheel casing four, 23, wheel casing five, 24, wheel casing six, 25, fixing arm, 26, cross bar three, 28, convex round cutter; 31, be pressed into bar two, 32, 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 H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven times ends are fixed with motor 1, the lower end of motor one is fixed with wheel casing 7 17, the lower end in the centre of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with wheel casing 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with wheel casing 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with wheel casing 35, the lower end in the centre of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with wheel casing 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with wheel casing 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with wheel casing 6 24, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle 1, a fixing arm 25 is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter 9 respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle 2 14 respectively, and the left end of this each turning axle two fixes a convex round cutter respectively, the right-hand member of wheel casing three and the right-hand member of wheel casing six export a turning axle 2 14 respectively, and the right-hand member of this each turning axle two fixes a convex round cutter respectively.
Rotary-cut cutter on three turning axles one that wheel casing one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Rotary-cut cutter on three turning axles one that wheel casing four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The concrete mode of operation of H stake pile-formation machine is as follows: H stake pile-formation machine is provided with slush pump, during work, each drill bit is injected high pressure water by slush pump respectively, motor one drive gear casing seven operates, wheel casing seven is operated by the rotational driving gear case one of former and later two turning axles one, wheel casing four respectively in operation process, wheel casing one is operated by rotational driving gear case two, the wheel casing three of two turning axles one in left and right respectively in running, and wheel casing four is operated by rotational driving gear case five, the wheel casing six of two turning axles one in left and right respectively in running; Wheel casing two, wheel casing five drive turning axle two synchronous axial system in opposite directions of its left end respectively in operation process; Wheel casing three, wheel casing six drive turning axle two synchronous axial system in opposite directions of its right-hand member respectively in operation process; Wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by seven drill bits in rotation; Six turning axles one drive the dynamic rotary-cut cutter of two fixing arm straps on each turning axle one around turning axle one rotation respectively in rotation, and the part soil cutting being less than drill bit diameter between every two drill bits is stirred by rotary-cut cutter in rotation process; Turning axle two on wheel casing two drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting of wheel casing two left part is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing five drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting of wheel casing five left part is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing three drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting in right for wheel casing three portion is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing six drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting in right for wheel casing six portion is become convex rounded head by this convex round cutter in rotation; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process downwards and forms left end with two convex rounded head, right-hand members also with the H hole of two convex rounded head.
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 motor 2 32 upper end, 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 this each drive shaft two fixes a recessed round cutter 15 respectively; The left back of driving box one and left front export a drive shaft 2 44 respectively, and the left end of this each drive shaft two fixes a recessed round cutter 15 respectively.
The concrete mode of operation that rectangular pile pile-formation machine manufactures cement earth pile 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, 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 the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, 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 the part earth and grout that are less than drill bit diameter between every two drill bits to be stirred in rotation process, two drive shafts two of right-hand member drive the recessed round cutter on right-hand member drive shaft two to rotate respectively in rotation, the soil body of the termination in right portion and grout are stirred into recessed rounded head by these two recessed round cuttves in rotation, two drive shafts two of left end drive the recessed round cutter on left end drive shaft two to rotate respectively in rotation, the soil body of the termination of left part and grout are stirred into recessed rounded head by these two recessed round cuttves 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 snap close stake of recessed rounded head.
The concrete mode of operation that rectangular pile pile-formation machine manufactures concrete pile 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, 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 the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, 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 of right-hand member drive the recessed round cutter on right-hand member drive shaft two to rotate respectively in rotation, the soil cutting of the termination in right portion is become recessed rounded head by these two recessed round cuttves in rotation, two drive shafts two of left end drive the recessed round cutter on left end drive shaft two to rotate respectively in rotation, the soil cutting of the termination of left part is become recessed rounded head by these two recessed round cuttves 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 recessed rounded head.
The recessed rounded head of rectangle snap close stake and the convex rounded head of H snap close stake match.
H stake pile-formation machine and rectangular pile pile-formation machine associated working process are as follows: first in the zero position needing pile axis, a H hole is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, casting concrete, formation concrete H snap close stake in this H hole, on the right side of this concrete H snap close stake, the distance of the rectangle snap close stake in interval manufacture the 2nd concrete H snap close stake again, so manufacture one, multiple interval rectangle snap close pilespacing from multiple concrete H snap close stakes; when the concrete strength of the H snap close stake on both sides reaches certain intensity, front portion in spacing between every two concrete H snap close stakes again, the mode of operation manufacturing cement earth pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a cement-earth rectangle snap close stake, the recessed rounded head of cement-earth rectangle snap close stake left end anterior between every two concrete H snap close stakes is made to be fit to the convex rounded head of left side concrete H snap close stake right front ends, the recessed rounded head of anterior cement-earth rectangle snap close stake right-hand member is fit to the convex rounded head of the right concrete H left front end of snap close stake, the rear portion in spacing between every two concrete H snap close stakes, the mode of operation manufacturing concrete pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a rectangle hole, casting concrete in this rectangle hole, form concrete rectangular snap close stake, the recessed rounded head of the concrete rectangular snap close stake left end at rear portion between every two concrete H snap close stakes is made to be fit to the convex rounded head of left side concrete H snap close stake right rear end, the recessed rounded head of the concrete rectangular snap close stake right-hand member at rear portion is fit to the convex rounded head of the right concrete H left back end of snap close stake, so form the stake wall that the concrete rectangular snap close stake at the cement-earth rectangle snap close stake of the front portion between multiple concrete H snap close stake and every two concrete H snap close stakes and rear portion is mutually arc latched, for the gear soil of building foundation, antiseep.
Claims (1)
1. H stake and the arc latched equipment of rectangular pile, comprise H stake pile-formation machine and rectangular pile pile-formation machine;
It is characterized in that: the concrete structure of H stake pile-formation machine comprises: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven times ends are fixed with motor 1, the lower end of motor one is fixed with wheel casing 7 17, the lower end in the centre of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with wheel casing 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with wheel casing 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with wheel casing 35, the lower end in the centre of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with wheel casing 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with wheel casing 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with wheel casing 6 24, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle 1, a fixing arm 25 is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter 9 respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle 2 14 respectively, and the left end of this each turning axle two fixes a convex round cutter respectively, the right-hand member of wheel casing three and the right-hand member of wheel casing six export a turning axle 2 14 respectively, and the right-hand member of this each turning axle two fixes a convex round cutter respectively,
When H stake pile-formation machine works, each drill bit is injected high pressure water by slush pump respectively, motor one drive gear casing seven operates, wheel casing seven is operated by the rotational driving gear case one of former and later two turning axles one, wheel casing four respectively in operation process, wheel casing one is operated by rotational driving gear case two, the wheel casing three of two turning axles one in left and right respectively in running, and wheel casing four is operated by rotational driving gear case five, the wheel casing six of two turning axles one in left and right respectively in running; Wheel casing two, wheel casing five drive turning axle two synchronous axial system in opposite directions of its left end respectively in operation process; Wheel casing three, wheel casing six drive turning axle two synchronous axial system in opposite directions of its right-hand member respectively in operation process; Wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by seven drill bits in rotation; Six turning axles one drive the dynamic rotary-cut cutter of two fixing arm straps on each turning axle one around turning axle one rotation respectively in rotation, and the part soil cutting being less than drill bit diameter between every two drill bits is stirred by rotary-cut cutter in rotation process; Turning axle two on wheel casing two drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting of wheel casing two left part is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing five drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting of wheel casing five left part is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing three drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting in right for wheel casing three portion is become convex rounded head by this convex round cutter in rotation; Turning axle two on wheel casing six drives the convex round cutter on this turning axle two to rotate in rotation, and the soil cutting in right for wheel casing six portion is become convex rounded head by this convex round cutter in rotation; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process downwards and forms left end with two convex rounded head, right-hand members also with the H hole of two convex rounded head;
The concrete structure of rectangular pile pile-formation machine comprises: being pressed into bar 2 31 times ends and be fixed on motor 2 32 upper end, 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 this each drive shaft two fixes a recessed round cutter 15 respectively; The left back of driving box one and left front export a drive shaft 2 44 respectively, and the left end of this each drive shaft two fixes a recessed round cutter 15 respectively;
Rectangular pile pile-formation machine manufactures the concrete mode of operation of cement earth pile: when rectangular pile pile-formation machine works, each drill bit is injected grout by high-pressure pump respectively, 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 the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, 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 the part earth and grout that are less than drill bit diameter between every two drill bits to be stirred in rotation process, two drive shafts two of right-hand member drive the recessed round cutter on right-hand member drive shaft two to rotate respectively in rotation, the soil body of the termination in right portion and grout are stirred into recessed rounded head by these two recessed round cuttves in rotation, two drive shafts two of left end drive the recessed round cutter on left end drive shaft two to rotate respectively in rotation, the soil body of the termination of left part and grout are stirred into recessed rounded head by these two recessed round cuttves 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 snap close stake of recessed rounded head,
Rectangular pile pile-formation machine manufactures the concrete mode of operation of concrete pile: when rectangular pile pile-formation machine works, each drill bit is injected high pressure water by high-pressure pump respectively, 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 the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, 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 of right-hand member drive the recessed round cutter on right-hand member drive shaft two to rotate respectively in rotation, the soil cutting of the termination in right portion is become recessed rounded head by these two recessed round cuttves in rotation, two drive shafts two of left end drive the recessed round cutter on left end drive shaft two to rotate respectively in rotation, the soil cutting of the termination of left part is become recessed rounded head by these two recessed round cuttves 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 recessed rounded head,
H stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a H hole is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, casting concrete, formation concrete H snap close stake in this H hole, on the right side of this concrete H snap close stake, the distance of the rectangle snap close stake in interval manufacture the 2nd concrete H snap close stake again, so manufacture one, multiple interval rectangle snap close pilespacing from multiple concrete H snap close stakes; when the concrete strength of the H snap close stake on both sides reaches certain intensity, front portion in spacing between every two concrete H snap close stakes again, the mode of operation manufacturing cement earth pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a cement-earth rectangle snap close stake, the recessed rounded head of cement-earth rectangle snap close stake left end anterior between every two concrete H snap close stakes is made to be fit to the convex rounded head of left side concrete H snap close stake right front ends, the recessed rounded head of anterior cement-earth rectangle snap close stake right-hand member is fit to the convex rounded head of the right concrete H left front end of snap close stake, the rear portion in spacing between every two concrete H snap close stakes, the mode of operation manufacturing concrete pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a rectangle hole, casting concrete in this rectangle hole, form concrete rectangular snap close stake, the recessed rounded head of the concrete rectangular snap close stake left end at rear portion between every two concrete H snap close stakes is made to be fit to the convex rounded head of left side concrete H snap close stake right rear end, the recessed rounded head of the concrete rectangular snap close stake right-hand member at rear portion is fit to the convex rounded head of the right concrete H left back end of snap close stake, so form the stake wall that the concrete rectangular snap close stake at the cement-earth rectangle snap close stake of the front portion between multiple concrete H snap close stake and every two concrete H snap close stakes and rear portion is mutually arc latched, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012230.0A CN105625322A (en) | 2015-12-31 | 2015-12-31 | Circular arc shackle equipment for H-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012230.0A CN105625322A (en) | 2015-12-31 | 2015-12-31 | Circular arc shackle equipment for H-shaped piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625322A true CN105625322A (en) | 2016-06-01 |
Family
ID=56040632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012230.0A Withdrawn CN105625322A (en) | 2015-12-31 | 2015-12-31 | Circular arc shackle equipment for H-shaped piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625322A (en) |
-
2015
- 2015-12-31 CN CN201511012230.0A patent/CN105625322A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105625413A (en) | Octagonal pile and H pile buckling equipment | |
| CN105603994A (en) | Pi-pile and rectangular-pile V-shaped buckling equipment | |
| CN105625309A (en) | Rectangular plugging equipment for H piles and rectangular piles | |
| CN105625324A (en) | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles | |
| CN105625312A (en) | H pile and rectangular pile rectangular insertion equipment | |
| CN105625369A (en) | Pi-shaped pile and rectangular pile semicircular locking equipment | |
| CN105649023A (en) | V-shaped eye-splice equipment for H-shaped piles and rectangular piles | |
| CN105625370A (en) | Pi-shaped pile and rectangular pile semicircular insertion equipment | |
| CN105649041A (en) | Semicircular splicing equipment for n-shaped piles and rectangular piles | |
| CN105625334A (en) | Cross pile and rectangular pile rectangular insertion equipment | |
| CN105625336A (en) | Cross pile and rectangular pile arc insertion equipment | |
| CN105625337A (en) | Cross pile and rectangular pile arc insertion equipment | |
| CN105625322A (en) | Circular arc shackle equipment for H-shaped piles and rectangular piles | |
| CN105625329A (en) | Circular arc inserting-combination equipment for cross-shaped piles and rectangular piles | |
| CN105625381A (en) | Rectangular inserting and connecting equipment for pi-shaped piles and rectangular piles | |
| CN105625366A (en) | Pi-shaped pile and rectangular pile wedged insertion equipment | |
| CN105625356A (en) | Trapezoidal splicing equipment for T-shaped piles and rectangular piles | |
| CN105625323A (en) | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles | |
| CN105649024A (en) | Circular-arc eye-splice equipment for H-shaped piles and rectangular piles | |
| CN105625326A (en) | Circular arc inserting-buckling equipment for H-shaped piles and rectangular piles | |
| CN105625325A (en) | Circular arc inserting-combination equipment for H-shaped piles and rectangular piles | |
| CN105625321A (en) | V-shaped inserting-connection equipment for H-shaped piles and rectangular piles | |
| CN105625313A (en) | H pile and rectangular pile trapezoidal insertion equipment | |
| 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 |