CN105604007A - X pile and rectangular pile trapezoidal latch device - Google Patents
X pile and rectangular pile trapezoidal latch device Download PDFInfo
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- CN105604007A CN105604007A CN201610088788.5A CN201610088788A CN105604007A CN 105604007 A CN105604007 A CN 105604007A CN 201610088788 A CN201610088788 A CN 201610088788A CN 105604007 A CN105604007 A CN 105604007A
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- 239000002689 soil Substances 0.000 claims abstract description 53
- 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 49
- 239000004568 cement Substances 0.000 claims description 36
- 238000000034 method Methods 0.000 claims description 29
- 239000011083 cement mortar Substances 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 17
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 230000009183 running Effects 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 4
- 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
- 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
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—Shapes rectangular
- E02D2200/1635—Shapes rectangular made from single element
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Earth Drilling (AREA)
Abstract
The invention relates to an X pile and rectangular pile trapezoidal latch device. The X pile and rectangular pile trapezoidal latch device comprises an X pile forming machine and a rectangular pile forming device, wherein every two adjacent cemented soil X-shaped latch piles are connected with a cemented soil rectangular latch pile between the two adjacent X-shaped latch piles in a trapezoidal latching manner to form cemented soil latch piles distributed in a grid shape, and when the cemented soil of the rectangular latch piles and the X-shaped latch piles reaches certain strength, a soil body in each space with a quadrangular cross section formed by encircling the X-shaped latch piles and the rectangular latch piles is respectively compacted in a vacuum water absorption manner, so that a compact composite foundation is formed.
Description
Technical field
The present invention relates to the X stake and the rectangular pile ladder-shaped lock catch equipment that in a kind of ladder-shaped lock catch 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 X-shaped cement earth pile and the mutual snap close of rectangle cement earth pile, distributed in grid.
Summary of the invention
The present invention has made up above shortcoming, and a kind of X stake and the rectangular pile ladder-shaped lock catch equipment that can manufacture X-shaped cement soil pile and the mutual ladder-shaped lock catch of rectangle cement soil pile is provided.
The present invention is achieved through the following technical solutions:
A kind of X stake and rectangular pile ladder-shaped lock catch equipment, 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; Axle three is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a trapezoidal cutter two, axle three is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a trapezoidal cutter two, axle three is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a trapezoidal cutter two, and axle three is turned round in one of the rear end output of transmission case four, and a trapezoidal cutter two is fixed in this rear 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 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a trapezoidal cutter one; A driving shaft two is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a trapezoidal cutter one.
The present invention has following feature:
The present invention can manufacture the pile body of the snap close stake of soil cement X-shaped and the mutual trapezoidal fore shaft of soil cement rectangle snap close stake, 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 rectangular pile ladder-shaped lock catch, 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 one, 26, trapezoidal cutter two; 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 two, axle 3 23 is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a trapezoidal cutter 2 26, axle 3 23 is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a trapezoidal cutter 2 26, axle 3 23 is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a trapezoidal cutter 2 26, and axle 3 23 is turned round in one of the rear end output of transmission case four, and a trapezoidal cutter 2 26 is fixed in this rear 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 trapezoidal cutter two rotations of turning round axle three and drive right-hand member of right-hand member in operation process, and transmission case one drives trapezoidal cutter two rotations of turning round axle three and drive left end of left end in operation process; Transmission case three drives trapezoidal cutter two rotations of turning round axle three and drive front end of front end in operation process, and transmission case four drives trapezoidal cutter two rotations of turning round axle three and drive rear end of 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, stir cutter two in rotation by the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals and cement mortar stirring; The trapezoidal cutter two of right-hand member stirs into protruding bathrocephaly by the soil cutting of right-hand member and cement mortar in rotation, and the trapezoidal cutter two of left end stirs into protruding bathrocephaly by the soil cutting of left end and cement mortar in rotation; The trapezoidal cutter two of front end stirs into protruding bathrocephaly by the soil cutting of front end and cement mortar in rotation, and the trapezoidal cutter two of rear end stirs into protruding bathrocephaly by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms a left-right and front-back respectively with the soil cement X-shaped snap close stake of protruding 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 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a trapezoidal cutter 1; A driving shaft 2 44 is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a trapezoidal cutter 1.
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 is to each drill bit injected water mud respectively, 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 respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter and in rotation process, the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar are stirred; Two driving shafts two of right-hand member drive respectively trapezoidal cutter one rotation of two of right-hand member in rotation, these two trapezoidal cuttves one stir into recessed bathrocephaly by the soil body of the termination of right part and cement mortar in rotation, two driving shafts two of left end drive respectively trapezoidal cutter one rotation of two of left end in rotation, and these two trapezoidal cuttves one stir into recessed bathrocephaly by the soil body of the termination of left part and cement mortar in rotation; Compressing into bar two compresses into process and forms two ends, a left and right respectively with the soil cement rectangle snap close stake of recessed bathrocephaly downwards.
Rectangle snap close stake two ends recessed bathrocephaly and X-shaped snap close stake protruding bathrocephaly all around match.
X stake pile-formation machine and rectangular pile pile-formation machine are manufactured X-shaped snap close stake and the mutual trapezoidal fore shaft of rectangle snap close stake, the pile body process of distributed in grid is as follows: first in the position that needs reinforcement and process, manufacture a soil cement X-shaped locking notch pile 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 distance that parts the rectangle locking notch pile in other interval on the right side is manufactured respectively a soil cement X-shaped locking notch pile, before each soil cement X-shaped locking notch pile, after, left, part the soil cement X-shaped locking notch pile of not manufacturing the rectangle locking notch pile distance in an interval on the right side, so manufacture multiple soil cement X-shaped locking notch piles, when the soil cement intensity of the X-shaped snap close stake on both sides reaches a timing, again in the spacing between the stake of every two X-shaped snap closes, manufacture the stake of a soil cement rectangle snap close according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the recessed bathrocephaly of the rectangle snap close stake between the stake of every two X-shaped snap closes be fit to the protruding bathrocephaly of X-shaped snap close stake, so manufacturing every two adjacent soil cement X-shaped snap close stakes and the mutual ladder-shaped lock catch of soil cement rectangle snap close stake between it is connected, the stake of distributed in grid soil cement snap close, in the time that the soil cement of the stake of rectangle snap close and the stake of X-shaped snap close all reaches some strength, it is closely knit that each cross section that the stake of X-shaped snap close and the stake of rectangle snap close are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
Claims (2)
1. X stake and a rectangular pile ladder-shaped lock catch equipment, comprise 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, axle three (23) is turned round in one of the right-hand member output of transmission case two, this right-hand member of turning round axle three is fixed a trapezoidal cutter two (26), axle three (23) is turned round in one of the left end output of transmission case one, this left end of turning round axle three is fixed a trapezoidal cutter two (26), axle three (23) is turned round in one of the front end output of transmission case three, this front end of turning round axle three is fixed a trapezoidal cutter two (26), and axle 3 23 is turned round in one of the rear end output of transmission case four, and a trapezoidal cutter 2 26 is fixed in this rear 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 trapezoidal cutter two rotations of turning round axle three and drive right-hand member of right-hand member in operation process, and transmission case one drives trapezoidal cutter two rotations of turning round axle three and drive left end of left end in operation process; Transmission case three drives trapezoidal cutter two rotations of turning round axle three and drive front end of front end in operation process, and transmission case four drives trapezoidal cutter two rotations of turning round axle three and drive rear end of 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, stir cutter two in rotation by the unhewn soil body of drill bit between two common tangents of two drill bit cylindricals and cement mortar stirring; The trapezoidal cutter two of right-hand member stirs into protruding bathrocephaly by the soil cutting of right-hand member and cement mortar in rotation, and the trapezoidal cutter two of left end stirs into protruding bathrocephaly by the soil cutting of left end and cement mortar in rotation; The trapezoidal cutter two of front end stirs into protruding bathrocephaly by the soil cutting of front end and cement mortar in rotation, and the trapezoidal cutter two of rear end stirs into protruding bathrocephaly by the soil cutting of rear end and cement mortar in rotation; Compressing into bar one compresses into process and forms a left-right and front-back respectively with the soil cement X-shaped snap close stake of protruding bathrocephaly downwards;
Rectangular pile pile-formation machine concrete structure 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) is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a trapezoidal cutter one (24); A driving shaft two (44) is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a trapezoidal cutter one (24);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, high-pressure pump is to each drill bit injected water mud respectively, 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 respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process; Driving box one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter and in rotation process, the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar are stirred; Two driving shafts two of right-hand member drive respectively trapezoidal cutter one rotation of two of right-hand member in rotation, these two trapezoidal cuttves one stir into recessed bathrocephaly by the soil body of the termination of right part and cement mortar in rotation, two driving shafts two of left end drive respectively trapezoidal cutter one rotation of two of left end in rotation, and these two trapezoidal cuttves one stir into recessed bathrocephaly by the soil body of the termination of left part and cement mortar in rotation; Compressing into bar two compresses into process and forms two ends, a left and right respectively with the soil cement rectangle snap close stake of recessed bathrocephaly downwards;
X stake pile-formation machine and rectangular pile pile-formation machine are manufactured X-shaped snap close stake and the mutual trapezoidal fore shaft of rectangle snap close stake, the pile body process of distributed in grid: first in the position that needs reinforcement and process, manufacture a soil cement X-shaped locking notch pile 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 distance that parts the rectangle locking notch pile in other interval on the right side is manufactured respectively a soil cement X-shaped locking notch pile, before each soil cement X-shaped locking notch pile, after, left, part the soil cement X-shaped locking notch pile of not manufacturing the rectangle locking notch pile distance in an interval on the right side, so manufacture multiple soil cement X-shaped locking notch piles, when the soil cement intensity of the X-shaped snap close stake on both sides reaches a timing, again in the spacing between the stake of every two X-shaped snap closes, manufacture the stake of a soil cement rectangle snap close according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, make the recessed bathrocephaly of the rectangle snap close stake between the stake of every two X-shaped snap closes be fit to the protruding bathrocephaly of X-shaped snap close stake, so manufacturing every two adjacent soil cement X-shaped snap close stakes and the mutual ladder-shaped lock catch of soil cement rectangle snap close stake between it is connected, the stake of distributed in grid soil cement snap close, in the time that the soil cement of the stake of rectangle snap close and the stake of X-shaped snap close all reaches some strength, it is closely knit that each cross section that the stake of X-shaped snap close and the stake of rectangle snap close are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so form closely knit composite foundation.
2. X stake according to claim 1 and rectangular pile ladder-shaped lock catch equipment, is characterized in that: rectangle snap close stake two ends recessed bathrocephaly and X-shaped snap close stake protruding bathrocephaly all around match.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088788.5A CN105604007A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile trapezoidal latch device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088788.5A CN105604007A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile trapezoidal latch device |
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| CN105604007A true CN105604007A (en) | 2016-05-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610088788.5A Pending CN105604007A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile trapezoidal latch device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
| CN105625400A (en) * | 2016-02-18 | 2016-06-01 | 李会修 | Trapezoid locking equipment for X-shaped piles and rectangular piles |
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| CN103726488A (en) * | 2012-10-11 | 2014-04-16 | 上海中技桩业股份有限公司 | Pi-shaped concrete pile |
| CN105019445A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Semicircular connector pile forming machine |
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| 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 |
| CN103726488A (en) * | 2012-10-11 | 2014-04-16 | 上海中技桩业股份有限公司 | Pi-shaped concrete pile |
| CN105019445A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Semicircular connector pile forming machine |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105569012A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Trapezoidal splicing equipment for X-shaped piles and rectangular piles |
| CN105625400A (en) * | 2016-02-18 | 2016-06-01 | 李会修 | Trapezoid locking equipment for X-shaped piles and rectangular piles |
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Application publication date: 20160525 |