CN105625400A - Trapezoid locking equipment for X-shaped piles and rectangular piles - Google Patents
Trapezoid locking equipment for X-shaped piles and rectangular piles Download PDFInfo
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- CN105625400A CN105625400A CN201610088848.3A CN201610088848A CN105625400A CN 105625400 A CN105625400 A CN 105625400A CN 201610088848 A CN201610088848 A CN 201610088848A CN 105625400 A CN105625400 A CN 105625400A
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- 239000002689 soil Substances 0.000 claims abstract description 42
- 239000004568 cement Substances 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 239000002131 composite material Substances 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 103
- 238000003756 stirring Methods 0.000 claims description 33
- 238000000034 method Methods 0.000 claims description 27
- 238000005553 drilling Methods 0.000 claims description 17
- 239000011083 cement mortar Substances 0.000 claims description 13
- 238000005520 cutting process Methods 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- 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
- 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
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- 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)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses trapezoid locking equipment for X-shaped piles and rectangular piles. The trapezoid locking equipment comprises an X-shaped pile forming machine and a rectangular pile forming machine. Every two adjacent cement soil X-shaped piles and one concrete rectangular pile between the two adjacent cement soil X-shaped piles are in trapezoid connection with one another in a locked mode and distributed in a grid shape, and thus a locking pile is manufactured. When the concrete strength of the rectangular locking piles and the cement soil strength of the X-shaped locking piles reach a certain degree, a soil body in each space defined by the X-shaped locking piles and the rectangular locking piles is subjected to vacuum water absorption and compacting, and the cross section of each space is quadrangular, so that a compact composite foundation is formed.
Description
Technical field
The present invention relates to the X stake and the trapezoidal fore shaft equipment of rectangular pile that use in a kind of trapezoidal fore shaft equipment, particularly a kind of building foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the pile body of X-shaped cement earth pile and the mutual fore shaft of rectangular concrete pile, distributed in grid.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of X stake that can manufacture X-shaped cement soil pile and the mutual trapezoidal fore shaft of Rectangular Concrete pile body and the trapezoidal fore shaft equipment of rectangular pile.
The present invention is achieved through the following technical solutions:
A kind of X stake and the trapezoidal fore shaft equipment of rectangular pile, including X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine includes following structure: being pressed into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; It is pressed into bar one bottom left end and is fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, it is pressed into bar one bottom right-hand member and is fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is 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 lower end is fixed with transmission case four; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod, each drilling rod lower end fixes a drill bit respectively; It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one, it is connected with one between transmission case five and transmission case three, 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 a stirring knife one, each stirring knife one is fixed on the torsion axle one at its place by a tool arm, the both sides of each torsion axle two are respectively equipped with a stirring knife two, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm; The right-hand member of transmission case two exports one and turns round axle three, this right-hand member turning round axle three fixes a trapezoidal cutter two, the left end of transmission case one exports one and turns round axle three, this left end turning round axle three fixes a trapezoidal cutter two, the front end of transmission case three exports one and turns round axle three, a trapezoidal cutter two is fixed in this front end turning round axle three, and the rear end of transmission case four exports one and turns round axle three, and a trapezoidal cutter two is fixed in this rear end turning round axle three.
Rectangular pile pile-formation machine includes following structure: being pressed into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and 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; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The right back of driving box two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a trapezoidal cutter one respectively; The left back of driving box one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a trapezoidal cutter one respectively.
The present invention has following feature:
The present invention can manufacture the pile body of soil cement X-shaped locking notch pile and the mutual trapezoidal fore shaft of concrete rectangular locking notch pile, distributed in grid, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of X stake pile-formation machine;
Fig. 2 is the rearview of X 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 structural representation of rectangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is the cross-sectional view of X stake and the trapezoidal fore shaft of rectangular pile, the pile body of distributed in grid.
In figure: 1, be pressed into bar one, 2, 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, stirring knife 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, stirring knife two, 23, turn round axle three, 24, trapezoidal cutter one, 26, trapezoidal cutter two; 31, bar two it is pressed into, 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 axle one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive axle two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: being pressed into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53, it is pressed into bar one bottom left end and is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19, transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod 12, each drilling rod lower end fixes a drill bit 13 respectively, it is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle 1, it is connected with one between transmission case five and transmission case three, 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 a stirring knife 1, each stirring knife one is fixed on the torsion axle one at its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with a stirring knife 2 22, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm, the right-hand member of transmission case two exports one and turns round axle 3 23, this right-hand member turning round axle three fixes a trapezoidal cutter 2 26, the left end of transmission case one exports one and turns round axle 3 23, this left end turning round axle three fixes a trapezoidal cutter 2 26, the front end of transmission case three exports one and turns round axle 3 23, a trapezoidal cutter 2 26 is fixed in this front end turning round axle three, and the rear end of transmission case four exports one and turns round axle 3 23, and a trapezoidal cutter 2 26 is fixed in this rear end turning round axle three.
The specific works mode of X stake pile-formation machine is as follows: be also equipped with provisions for grouting on pile frame, during work, provisions for grouting is to each drill bit grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two; Transmission case two drives the axle three of turning round of right-hand member to drive trapezoidal cutter two rotation of right-hand member in operation process, and transmission case one drives the axle three of turning round of left end to drive trapezoidal cutter two rotation of left end in operation process; Transmission case three drives the axle three of turning round of front end to drive trapezoidal cutter two rotation of front end in operation process, and transmission case four drives the axle three of turning round of rear end to drive trapezoidal cutter two rotation of rear end in operation process; The on-stream bit driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation; The earth of its underpart is cut and cement mortar stirring by five drill bits in rotation, and the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals is stirred with cement mortar by stirring knife one, stirring knife two in rotation; The soil cutting of right-hand member and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of right-hand member in rotation, and the soil cutting of left end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of left end in rotation; The soil cutting of front end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of front end in rotation, and the soil cutting of rear end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of rear end in rotation; It is pressed into bar one to be pressed in process downwards and form a left-right and front-back be respectively provided with the soil cement X-shaped locking notch pile of convex bathrocephaly.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6; Concrete structure is as follows: being pressed into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and 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 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; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driving box two and right front export one respectively and drive axle 2 44, and the right-hand member of this each driving axle two fixes a trapezoidal cutter 1 respectively; The left back of driving box one and left front export one respectively and drive axle 2 44, and the left end of this each driving axle two fixes a trapezoidal cutter 1 respectively.
The specific works mode 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 separately into water under high pressure by high-pressure pump, motor two drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process; Driving box one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter and cut by unhewn for drill bit between two common tangents of each two drill bit cylindrical earth in rotation process; Two of right-hand member drive axle two to drive two trapezoidal cuttves one rotation of right-hand member in rotation respectively, the earth of the termination of right part is cut into recessed bathrocephaly by these two trapezoidal cuttves one in rotation, two of left end drive axle two to drive two trapezoidal cuttves one rotation of left end in rotation respectively, and the earth of the termination of left part is cut into recessed bathrocephaly by these two trapezoidal cuttves one in rotation; The soil body of cutting is mixed in mud, and mud flows out from hole, is pressed into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the hole body of recessed bathrocephaly, casting concrete, formation concrete rectangular locking notch pile in this hole.
Rectangle locking notch pile two ends recessed bathrocephaly match with X-shaped locking notch pile convex bathrocephaly all around.
X stake pile-formation machine manufactures X-shaped locking notch pile and the mutual trapezoidal fore shaft of rectangle locking notch pile with rectangular pile pile-formation machine, the pile body process of distributed in grid is as follows: first in the position processed that needs reinforcement, a soil cement X-shaped locking notch pile is manufactured according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, before this X-shaped locking notch pile, after, left, the right side is respectively separated the distance of a rectangle locking notch pile and manufactures a soil cement X-shaped locking notch pile respectively, before each soil cement X-shaped locking notch pile, after, left, parting on the right side Zhi Zao the soil cement X-shaped locking notch pile of one the rectangle locking notch pile distance in an interval, so manufacture multiple soil cement X-shaped locking notch piles, when the soil cement intensity of the X-shaped locking notch pile on both sides reaches a timing, again in the spacing between each two X-shaped locking notch pile, a concrete rectangular locking notch pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed bathrocephaly making the concrete rectangular locking notch pile between each two soil cement X-shaped locking notch pile is fit to the convex bathrocephaly of X-shaped locking notch pile, the soil cement X-shaped locking notch pile so manufacturing each two adjacent is connected with the mutual trapezoidal fore shaft of concrete rectangular locking notch pile between, the locking notch pile of distributed in grid, when the concrete of rectangle locking notch pile all reaches some strength with the soil cement of X-shaped locking notch pile, it is closely knit that soil body space that each cross section be tetragon in defined to X-shaped locking notch pile and rectangle locking notch pile carries out vacuum dehydration respectively, it is thusly-formed closely knit composite foundation.
Claims (2)
1. X stake and the trapezoidal fore shaft equipment of rectangular pile, including X stake pile-formation machine and rectangular pile pile-formation machine; It is characterized in that:
The concrete structure of X stake pile-formation machine includes: being pressed into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3), it is pressed into bar one bottom left end and is fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), it is pressed into bar one bottom right-hand member and is fixed with cross bar two (7), cross bar two right-hand member bottom is fixed with armstand two (11), armstand two lower end is fixed with transmission case two (5), it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three (14), cross bar three front lower portion is fixed with armstand three (15), armstand three lower end is fixed with transmission case three (16), it is pressed into rear end, bar one bottom and is fixed with cross bar four (17), cross bar four rear end lower is fixed with armstand four (18), armstand four lower end is fixed with transmission case four (19), transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod (12), each drilling rod lower end fixes a drill bit (13) respectively, it is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one (8), it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two (20), the both sides of each torsion axle one are respectively equipped with a stirring knife one (9), each stirring knife one is fixed on the torsion axle one at its place by a tool arm (21), the both sides of each torsion axle two are respectively equipped with a stirring knife two (22), and each stirring knife two is fixed on the torsion axle two at its place by a tool arm, the right-hand member of transmission case two exports one and turns round axle three (23), this right-hand member turning round axle three fixes a trapezoidal cutter two (26), the left end of transmission case one exports one and turns round axle three (23), this left end turning round axle three fixes a trapezoidal cutter two (26), the front end of transmission case three exports one and turns round axle three (23), a trapezoidal cutter two (26) is fixed in this front end turning round axle three, and the rear end of transmission case four exports one and turns round axle 3 23, and a trapezoidal cutter 2 26 is fixed in this rear end turning round axle three,
The specific works mode of X stake pile-formation machine: during the work of X stake pile-formation machine, provisions for grouting is to each drill bit grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two; Transmission case two drives the axle three of turning round of right-hand member to drive trapezoidal cutter two rotation of right-hand member in operation process, and transmission case one drives the axle three of turning round of left end to drive trapezoidal cutter two rotation of left end in operation process; Transmission case three drives the axle three of turning round of front end to drive trapezoidal cutter two rotation of front end in operation process, and transmission case four drives the axle three of turning round of rear end to drive trapezoidal cutter two rotation of rear end in operation process; The on-stream bit driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation; The earth of its underpart is cut and cement mortar stirring by five drill bits in rotation, and the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals is stirred with cement mortar by stirring knife one, stirring knife two in rotation; The soil cutting of right-hand member and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of right-hand member in rotation, and the soil cutting of left end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of left end in rotation; The soil cutting of front end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of front end in rotation, and the soil cutting of rear end and cement mortar are stirred into convex bathrocephaly by the trapezoidal cutter two of rear end in rotation; It is pressed into bar one to be pressed in process downwards and form a left-right and front-back be respectively provided with the soil cement X-shaped locking notch pile of convex bathrocephaly;
Rectangular pile pile-formation machine concrete structure includes: being pressed into bar two (31) lower end and be fixed on motor two (32) upper end, driving box three (33) upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm one (36), the left end bottom of transverse arm one is fixed with vertical rod one (40), the lower end of vertical rod one is fixed with driving box one (34), it is pressed into bar two bottom right-hand member and is fixed with transverse arm two (37), the right-hand member bottom of transverse arm two is fixed with vertical rod two (41), and the lower end of vertical rod two is fixed with driving box two (35); Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13); It is respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drives axle one (38), a linking arm (46) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter (39) respectively; The right back of driving box two and right front export one respectively and drive axle two (44), and the right-hand member of this each driving axle two fixes a trapezoidal cutter one (24) respectively; The left back of driving box one and left front export one respectively and drive axle two (44), and the left end of this each driving axle two fixes a trapezoidal cutter one (24) respectively;
The specific works mode of rectangular pile pile-formation machine: during work, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process; Driving box one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter and cut by unhewn for drill bit between two common tangents of each two drill bit cylindrical earth in rotation process; Two of right-hand member drive axle two to drive two trapezoidal cuttves one rotation of right-hand member in rotation respectively, the earth of the termination of right part is cut into recessed bathrocephaly by these two trapezoidal cuttves one in rotation, two of left end drive axle two to drive two trapezoidal cuttves one rotation of left end in rotation respectively, and the earth of the termination of left part is cut into recessed bathrocephaly by these two trapezoidal cuttves one in rotation; The soil body of cutting is mixed in mud, and mud flows out from hole, is pressed into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the hole body of recessed bathrocephaly, casting concrete, formation concrete rectangular locking notch pile in this hole;
X stake pile-formation machine manufactures X-shaped locking notch pile and the mutual trapezoidal fore shaft of rectangle locking notch pile with rectangular pile pile-formation machine, the pile body process of distributed in grid is as follows: first in the position processed that needs reinforcement, a soil cement X-shaped locking notch pile is manufactured according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, before this X-shaped locking notch pile, after, left, the right side is respectively separated the distance of a rectangle locking notch pile and manufactures a soil cement X-shaped locking notch pile respectively, before each soil cement X-shaped locking notch pile, after, left, parting on the right side Zhi Zao the soil cement X-shaped locking notch pile of one the rectangle locking notch pile distance in an interval, so manufacture multiple soil cement X-shaped locking notch piles, when the soil cement intensity of the X-shaped locking notch pile on both sides reaches a timing, again in the spacing between each two X-shaped locking notch pile, a concrete rectangular locking notch pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed bathrocephaly making the concrete rectangular locking notch pile between each two soil cement X-shaped locking notch pile is fit to the convex bathrocephaly of X-shaped locking notch pile, the soil cement X-shaped locking notch pile so manufacturing each two adjacent is connected with the mutual trapezoidal fore shaft of concrete rectangular locking notch pile between, the locking notch pile of distributed in grid, when the concrete of rectangle locking notch pile all reaches some strength with the soil cement of X-shaped locking notch pile, it is closely knit that soil body space that each cross section be tetragon in defined to X-shaped locking notch pile and rectangle locking notch pile carries out vacuum dehydration respectively, it is thusly-formed closely knit composite foundation.
2. X stake according to claim 1 and the trapezoidal fore shaft equipment of rectangular pile, it is characterised in that: rectangle locking notch pile two ends recessed bathrocephaly match with X-shaped locking notch pile convex bathrocephaly all around.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088848.3A CN105625400A (en) | 2016-02-18 | 2016-02-18 | Trapezoid locking equipment for X-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088848.3A CN105625400A (en) | 2016-02-18 | 2016-02-18 | Trapezoid locking equipment for X-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105625400A true CN105625400A (en) | 2016-06-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088848.3A Withdrawn CN105625400A (en) | 2016-02-18 | 2016-02-18 | Trapezoid locking equipment for X-shaped piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625400A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
| CN105604030A (en) * | 2016-02-18 | 2016-05-25 | 宗超 | X-shaped pile and rectangular pile trapezoidal plug-buckling equipment |
| CN105604007A (en) * | 2016-02-18 | 2016-05-25 | 韩希鹏 | X pile and rectangular pile trapezoidal latch device |
-
2016
- 2016-02-18 CN CN201610088848.3A patent/CN105625400A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
| CN105604030A (en) * | 2016-02-18 | 2016-05-25 | 宗超 | X-shaped pile and rectangular pile trapezoidal plug-buckling equipment |
| CN105604007A (en) * | 2016-02-18 | 2016-05-25 | 韩希鹏 | X pile and rectangular pile trapezoidal latch device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160601 |
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| WW01 | Invention patent application withdrawn after publication |