CN105586881A - Trapezoidal engaging equipment for X-shaped piles and rectangular piles - Google Patents
Trapezoidal engaging equipment for X-shaped piles and rectangular piles Download PDFInfo
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- CN105586881A CN105586881A CN201610088774.3A CN201610088774A CN105586881A CN 105586881 A CN105586881 A CN 105586881A CN 201610088774 A CN201610088774 A CN 201610088774A CN 105586881 A CN105586881 A CN 105586881A
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- 239000002689 soil Substances 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 239000002131 composite material Substances 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 111
- 238000003756 stirring Methods 0.000 claims description 43
- 238000000034 method Methods 0.000 claims description 28
- 239000004568 cement Substances 0.000 claims description 27
- 238000007514 turning Methods 0.000 claims description 21
- 238000005520 cutting process Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 17
- 239000011083 cement mortar Substances 0.000 claims description 15
- 238000004519 manufacturing process Methods 0.000 claims description 14
- 230000009183 running Effects 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 2
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 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
- 238000003754 machining Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000005056 compaction 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
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- 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
-
- 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
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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
Trapezoidal engaging equipment for X-shaped piles and rectangular piles comprises an X-shaped pile forming machine and a rectangular pile forming machine, engaged piles are manufactured, every two adjacent cemented soil X-shaped piles and concrete rectangular piles between the cemented soil X-shaped piles are in mutual trapezoidal engaging connection and grid distribution, when concrete of the rectangular piles and cemented soil of the X-shaped piles reach the certain strength, soil bodies in all spaces which have quadrangular sections and are defined by the X-shaped piles and the rectangular piles are subjected to vacuum water-absorbing compaction, and thus a compact composite foundation is formed.
Description
Technical field
The present invention relates to the X stake and the trapezoidal interlock equipment of rectangular pile that in a kind of trapezoidal interlock equipment, particularly a kind of building foundation engineering, use.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, the pile body that the Soil-cement rig of other pattern becomes is all the assembly of multiple soil cement cylinders, is not the pile body of the mutual interlock of X-shaped cement earth pile and rectangular concrete pile, distributed in grid.
Summary of the invention
The present invention has made up above shortcoming, and a kind of X stake and the trapezoidal interlock equipment of rectangular pile that can manufacture soil cement X pile body and the mutual trapezoidal interlock of concrete rectangular pile body is provided.
The present invention is achieved through the following technical solutions:
A kind of X stake and the trapezoidal interlock equipment of rectangular pile, comprise X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine comprises following structure: compress into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; Compress into bar one bottom left end and be 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, compress into bar one bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottoms are fixed with armstand two, armstand two lower ends are fixed with transmission case two, compress into bar one bottom front end and be fixed with cross bar three, cross bar three front end bottoms are fixed with armstand three, armstand three lower ends are fixed with transmission case three, compress into bar one rear end, bottom and be fixed with cross bar four, cross bar four rear end lower are fixed with armstand four, and armstand four lower 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 a drill bit is fixed respectively in each drilling rod lower end; Between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two, each both sides of turning round axle one are respectively equipped with one and stir cutter one, each stir that cutter one is fixed on its place by a tool arm turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two, each stir that cutter two is fixed on its place by a tool arm turn round axle two; The right back of transmission case two and right front are exported respectively one and are turned round axle three, the left back of transmission case one and left front are exported respectively one and are turned round axle three, the right front of transmission case three and left front are exported respectively one and are turned round axle three, the right back of transmission case four and left back are exported respectively one and are turned round axle three, and a trapezoidal cutter one is fixed respectively in each outer end of turning round axle three.
Rectangular pile pile-formation machine comprises following structure: compress into bar two lower ends and be fixed on motor two upper ends, driving box three upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be 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, compresses into bar two bottom right-hand members 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, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter is fixed respectively in the outer end of each linking arm; A driving shaft two of right-hand member output of driving box two, the right-hand member of this driving shaft two is fixed a trapezoidal cutter two; A driving shaft two of left end output of driving box one, the left end of this driving shaft two is fixed a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture that soil cement X stake and concrete rectangular stake are mutually trapezoidally connected, the pile body of distributed in grid, for the consolidation process on soft basis.
Brief description of the drawings
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 that A-A of Fig. 1 is to view;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of the pile body of X stake and the trapezoidal interlock of rectangular pile, distributed in grid.
In figure: 1, compress 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, 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 two, 26, trapezoidal cutter one; 31, compress 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, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: compress into bar one 1 lower ends and be fixed on motor one 2 upper ends, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be 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, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottoms are fixed with armstand 2 11, armstand two lower ends are fixed with transmission case 25, compress into bar one bottom front end and be fixed with cross bar 3 14, cross bar three front end bottoms are fixed with armstand 3 15, armstand three lower ends are fixed with transmission case 3 16, compress into bar one rear end, bottom and be fixed with cross bar 4 17, cross bar four rear end lower are fixed with armstand 4 18, armstand four lower 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 a drill bit 13 is fixed respectively in each drilling rod lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle 1, between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle 2 20, each both sides of turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle 2 20, the right back of transmission case two and right front are exported respectively one and are turned round axle 3 23, the left back of transmission case one and left front are exported respectively one and are turned round axle 3 23, the right front of transmission case three and left front are exported respectively one and are turned round axle 3 23, the right back of transmission case four and left back are exported respectively one and are turned round axle 3 23, and a trapezoidal cutter 1 is fixed respectively in each outer end of turning round axle three.
The specific works mode of X stake pile-formation machine is as follows: provisions for grouting is also installed on pile frame, when work, provisions for grouting is to each drill bit grout injection respectively, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives two of right-hand member two trapezoidal cutter one rotations turning round axle three and drive respectively right-hand member in operation process, and transmission case one drives two of left end two trapezoidal cutter one rotations turning round axle three and drive respectively left end in operation process; Transmission case three drives two of front end two trapezoidal cutter one rotations turning round axle three and drive respectively front end in operation process, and transmission case four drives two of rear end two trapezoidal cutter one rotations turning round axle three and drive respectively rear end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is on-stream drives a bit under it by a drilling rod under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits stir the earth cutting of its underpart in rotation with cement mortar, stir cutter one and in rotation, the unhewn soil body of drill bit between two common tangents of the drill bit cylindrical of the drill bit of transmission case one lower end and transmission case two lower ends and cement mortar are stirred; Stir cutter two stirs the unhewn soil body of drill bit between two common tangents of the drill bit cylindrical of the drill bit of transmission case three lower ends and transmission case four lower ends and cement mortar in rotation; Two trapezoidal cuttves one of right-hand member stir into recessed bathrocephaly by the soil cutting of right-hand member and cement mortar in rotation, and two trapezoidal cuttves one of left end stir into recessed bathrocephaly by the soil cutting of left end and cement mortar in rotation; Two trapezoidal cuttves one of front end stir into recessed bathrocephaly by the soil cutting of front end and cement mortar in rotation, and two trapezoidal cuttves one of rear end stir into recessed bathrocephaly by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms left, right, front and rear respectively with the soil cement X stake of recessed bathrocephaly downwards.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: compress into bar 2 31 lower ends and be fixed on motor 2 32 upper ends, driving box 3 33 upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be 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, compress into bar two bottom right-hand members and be 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, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 46 is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter 39 is fixed respectively in the outer end of each linking arm; A driving shaft 2 44 of right-hand member output of driving box two, the right-hand member of this driving shaft two is fixed a trapezoidal cutter 2 24; A driving shaft 2 44 of left end output of driving box one, the left end of this driving shaft two is fixed a trapezoidal cutter 2 24.
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, when work, high-pressure pump injects respectively water under high pressure to each drill bit, motor two drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives the driving shaft two of right-hand member to drive trapezoidal cutter two rotations of right-hand member in operation process; Driving box one drives the driving shaft two of left end to drive trapezoidal cutter two rotations of left end in operation process; Driving box one, driving box two, the driving box three respectively drilling rod by its lower end drive drill bit to rotate, three drill bits in rotation by the soil cutting of its lower end; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive and stir cuttves around driving shaft one rotation in rotation, stir cutter in rotation process by the unhewn soil cutting of drill bit between two common tangents of every two drill bit cylindricals; The trapezoidal cutter two of right-hand member becomes protruding bathrocephaly by the soil cutting of the termination of right part in rotation, and the trapezoidal cutter two of left end becomes protruding bathrocephaly by the soil cutting of the termination of left part in rotation; The soil body machining away is mixed in mud, and mud flows out from hole, compress into bar two and compress into process downwards and form two ends, a left and right respectively with the rectangular opening of protruding bathrocephaly, in this rectangular opening casting concrete, form concrete rectangular stake.
Rectangular pile two ends protruding bathrocephaly and the recessed bathrocephaly of X stake front, rear, left and right match.
The pile body process of X stake pile-formation machine and the manufacture X stake of rectangular pile pile-formation machine and the mutual trapezoidal interlock of rectangular pile, distributed in grid is as follows: first in the position that needs reinforcement and process, manufacture soil cement X stake according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, in the front, rear, left and right of this X stake, the distance of the rectangular pile in interval is manufactured respectively soil cement X stake respectively, manufacture respectively the soil cement X stake of the rectangular pile distance in an interval in the front, rear, left and right of each soil cement X stake, so manufacture multiple soil cement X stake, when the soil cement intensity of the X on both sides stake reaches a timing, again in the spacing between every two X stakes, manufacture a concrete rectangular stake according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the protruding bathrocephaly of the concrete rectangular stake between every two soil cement X stake be fit to the recessed bathrocephaly of X stake, so manufacture every two adjacent soil cement X stakes and the concrete rectangular stake between it trapezoidal being connected mutually, the interlocking pile of distributed in grid, in the time that the concrete of rectangular pile and the soil cement of X stake all reach some strength, it is closely knit that each cross section that X stake and rectangular pile are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
Claims (2)
1. the trapezoidal interlock equipment of X stake and rectangular pile, comprises 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 comprises: compress 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), compress into bar one bottom left end and be 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), compress into bar one bottom right-hand member and be fixed with cross bar two (7), cross bar two right-hand member bottoms are fixed with armstand two (11), armstand two lower ends are fixed with transmission case two (5), compress into bar one bottom front end and be fixed with cross bar three (14), cross bar three front end bottoms are fixed with armstand three (15), armstand three lower ends are fixed with transmission case three (16), compress into bar one rear end, bottom and be fixed with cross bar four (17), cross bar four rear end lower are fixed with armstand four (18), armstand four lower ends are fixed with transmission case four (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 a drill bit (13) is fixed respectively in each drilling rod lower end, between transmission case five and transmission case one, between transmission case five and transmission case two, be connected with respectively one and turn round axle one (8), between transmission case five and transmission case three, between transmission case five and transmission case four, be connected with respectively one and turn round axle two (20), each both sides of turning round axle one are respectively equipped with one and stir cutter one (9), each stir that cutter one is fixed on its place by a tool arm (21) turn round axle one, each both sides of turning round axle two are respectively equipped with one and stir cutter two (22), each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front are exported respectively one and are turned round axle three (23), the left back of transmission case one and left front are exported respectively one and are turned round axle three (23), the right front of transmission case three and left front are exported respectively one and are turned round axle three (23), the right back of transmission case four and left back are exported respectively one and are turned round axle three (23), and a trapezoidal cutter one (26) is fixed respectively in each outer end of turning round axle three,
The specific works mode of X stake pile-formation machine: when the work of X stake pile-formation machine, provisions for grouting is to each drill bit grout injection respectively, when work, compress into bar one and apply the downward power of compressing into, motor one drives transmission case five runnings, on-stream two rotations of turning round axle one by left and right of transmission case five drive respectively transmission case one and transmission case two runnings, and on-stream two rotations of turning round axle two by front and back of transmission case five drive respectively transmission case three and transmission case four runnings; Transmission case two drives two of right-hand member two trapezoidal cutter one rotations turning round axle three and drive respectively right-hand member in operation process, and transmission case one drives two of left end two trapezoidal cutter one rotations turning round axle three and drive respectively left end in operation process; Transmission case three drives two of front end two trapezoidal cutter one rotations turning round axle three and drive respectively front end in operation process, and transmission case four drives two of rear end two trapezoidal cutter one rotations turning round axle three and drive respectively rear end in operation process; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is on-stream drives a bit under it by a drilling rod under it respectively; Turn round axle one for two and drive and stir cutter one rotation by the tool arm on it respectively in rotation, turn round axle two for two and drive and stir cutter two rotations by the tool arm on it respectively in rotation; Five drill bits stir the earth cutting of its underpart in rotation with cement mortar, stir cutter one and in rotation, the unhewn soil body of drill bit between two common tangents of the drill bit cylindrical of the drill bit of transmission case one lower end and transmission case two lower ends and cement mortar are stirred; Stir cutter two stirs the unhewn soil body of drill bit between two common tangents of the drill bit cylindrical of the drill bit of transmission case three lower ends and transmission case four lower ends and cement mortar in rotation; Two trapezoidal cuttves one of right-hand member stir into recessed bathrocephaly by the soil cutting of right-hand member and cement mortar in rotation, and two trapezoidal cuttves one of left end stir into recessed bathrocephaly by the soil cutting of left end and cement mortar in rotation; Two trapezoidal cuttves one of front end stir into recessed bathrocephaly by the soil cutting of front end and cement mortar in rotation, and two trapezoidal cuttves one of rear end stir into recessed bathrocephaly by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms left, right, front and rear respectively with the soil cement X stake of recessed bathrocephaly downwards;
The concrete structure of rectangular pile pile-formation machine comprises: compress into bar two (31) lower ends and be fixed on motor two (32) upper ends, driving box three (33) upper ends are fixed in motor two lower ends; Compress into bar two bottom left ends and be 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), compress into bar two bottom right-hand members and be 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); 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, be respectively equipped with a driving shaft one (38) between driving box three and driving box two, a linking arm (46) is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter (39) is fixed respectively in the outer end of each linking arm; A driving shaft two (44) of right-hand member output of driving box two, the right-hand member of this driving shaft two is fixed a trapezoidal cutter two (24); A driving shaft two (44) of left end output of driving box one, the left end of this driving shaft two is fixed a trapezoidal cutter 2 24;
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, high-pressure pump injects respectively water under high pressure to each drill bit, motor two drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, and driving box two drives the driving shaft two of right-hand member to drive trapezoidal cutter two rotations of right-hand member in operation process; Driving box one drives the driving shaft two of left end to drive trapezoidal cutter two rotations of left end in operation process; Driving box one, driving box two, the driving box three respectively drilling rod by its lower end drive drill bit to rotate, three drill bits in rotation by the soil cutting of its lower end; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive and stir cuttves around driving shaft one rotation in rotation, stir cutter in rotation process by the unhewn soil cutting of drill bit between two common tangents of every two drill bit cylindricals; The trapezoidal cutter two of right-hand member becomes protruding bathrocephaly by the soil cutting of the termination of right part in rotation, and the trapezoidal cutter two of left end becomes protruding bathrocephaly by the soil cutting of the termination of left part in rotation; The soil body machining away is mixed in mud, and mud flows out from hole, compress into bar two and compress into process downwards and form two ends, a left and right respectively with the rectangular opening of protruding bathrocephaly, in this rectangular opening casting concrete, form concrete rectangular stake;
The course of work of the pile body of X stake pile-formation machine and the manufacture X stake of rectangular pile pile-formation machine and the mutual trapezoidal interlock of rectangular pile, distributed in grid: first in the position that needs reinforcement and process, manufacture soil cement X stake according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, in the front, rear, left and right of this X stake, the distance of the rectangular pile in interval is manufactured respectively soil cement X stake respectively, manufacture respectively the soil cement X stake of the rectangular pile distance in an interval in the front, rear, left and right of each soil cement X stake, so manufacture multiple soil cement X stake, when the soil cement intensity of the X on both sides stake reaches a timing, again in the spacing between every two X stakes, manufacture a concrete rectangular stake according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the protruding bathrocephaly of the concrete rectangular stake between every two soil cement X stake be fit to the recessed bathrocephaly of X stake, so manufacture every two adjacent soil cement X stakes and the concrete rectangular stake between it trapezoidal being connected mutually, the interlocking pile of distributed in grid, in the time that the concrete of rectangular pile and the soil cement of X stake all reach some strength, it is closely knit that each cross section that X stake and rectangular pile are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
2. the trapezoidal interlock equipment of X stake according to claim 1 and rectangular pile, is characterized in that: rectangular pile two ends protruding bathrocephaly and the recessed bathrocephaly of X stake front, rear, left and right match.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088774.3A CN105586881A (en) | 2016-02-18 | 2016-02-18 | Trapezoidal engaging equipment for X-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088774.3A CN105586881A (en) | 2016-02-18 | 2016-02-18 | Trapezoidal engaging equipment for X-shaped piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586881A true CN105586881A (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088774.3A Pending CN105586881A (en) | 2016-02-18 | 2016-02-18 | Trapezoidal engaging equipment for X-shaped piles and rectangular piles |
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| Country | Link |
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| CN (1) | CN105586881A (en) |
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|---|---|---|---|---|
| AT284016B (en) * | 1966-02-28 | 1970-08-25 | Boehler & Co Ag Geb | Device for producing essentially horizontal bores in rock or soil |
| GB1506388A (en) * | 1975-05-23 | 1978-04-05 | Lilley Waddington Ltd | Excavation of bore holes |
| CN104847261A (en) * | 2015-06-05 | 2015-08-19 | 刘玉燕 | X-hole forming machine |
| CN104878755A (en) * | 2015-06-05 | 2015-09-02 | 刘玉燕 | Kidney-round pile-forming machine |
| CN104912482A (en) * | 2015-06-05 | 2015-09-16 | 刘玉燕 | Horseshoe-shaped drilling machine |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
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Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT284016B (en) * | 1966-02-28 | 1970-08-25 | Boehler & Co Ag Geb | Device for producing essentially horizontal bores in rock or soil |
| GB1506388A (en) * | 1975-05-23 | 1978-04-05 | Lilley Waddington Ltd | Excavation of bore holes |
| CN104847261A (en) * | 2015-06-05 | 2015-08-19 | 刘玉燕 | X-hole forming machine |
| CN104878755A (en) * | 2015-06-05 | 2015-09-02 | 刘玉燕 | Kidney-round pile-forming machine |
| CN104912482A (en) * | 2015-06-05 | 2015-09-16 | 刘玉燕 | Horseshoe-shaped drilling machine |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
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Application publication date: 20160518 |