CN105604015A - Rectangular locking equipment of Y-shaped piles and rectangular piles - Google Patents
Rectangular locking equipment of Y-shaped piles and rectangular piles Download PDFInfo
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- CN105604015A CN105604015A CN201610088853.4A CN201610088853A CN105604015A CN 105604015 A CN105604015 A CN 105604015A CN 201610088853 A CN201610088853 A CN 201610088853A CN 105604015 A CN105604015 A CN 105604015A
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- pile
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- fixed
- locking notch
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- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 239000004568 cement Substances 0.000 claims abstract description 18
- 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
- 238000000034 method Methods 0.000 claims description 33
- 238000003756 stirring Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 17
- 239000011083 cement mortar Substances 0.000 claims description 11
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000009183 running Effects 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 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
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides rectangular locking equipment of Y-shaped piles and rectangular piles. The rectangular locking equipment comprises a T-shaped pile pile-forming machine and a rectangular pile pile-forming machine; each two adjacent cement T-shaped locking piles, and a concrete rectangular locking pile between the two adjacent concrete T-shaped locking piles are manufactured and are in mutual rectangular locking connection; locking piles, which are distributed in a grid shape, are manufactured; when the concrete of the rectangular locking piles and the concrete of the T-shaped locking piles reach certain intensity, soil bodies in spaces with quadrilateral sections, which are surrounded by the T-shaped locking piles and the rectangular locking piles, are subjected to vacuum water suction respectively until the soil bodies are dense, and furthermore, a dense composite foundation is formed.
Description
Technical field
The present invention relates to the T stake and the rectangular pile rectangle fore shaft equipment that in a kind of rectangle fore shaft equipment, particularly a kind of 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 fore shaft of T shape 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 T stake and the rectangular pile rectangle fore shaft equipment that can manufacture T shape cement soil pile and the mutual rectangle fore shaft of Rectangular Concrete pile body is provided.
The present invention is achieved through the following technical solutions:
A kind of T stake and rectangular pile rectangle fore shaft equipment, comprise T stake pile-formation machine and rectangular pile pile-formation machine.
T stake pile-formation machine comprises following structure: the front end of cross bar two is fixed on the centre of cross bar one, forms a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar one; The middle lower end of cross bar one is fixed with column three, the lower end of column three is fixed with motor one, the lower end of motor one is fixed with headstock three, the left end bottom of cross bar one is fixed with column one, the lower end of column one is fixed with headstock one, and the right-hand member bottom of cross bar one is fixed with column two, and the lower end of column two is fixed with headstock two, the rear end lower of cross bar two is fixed with column four, and the lower end of column four is fixed with headstock four; The lower end of headstock one, headstock two, headstock three, headstock four is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between headstock three and headstock one, between headstock three and headstock two, be respectively equipped with a line shaft one between headstock three and headstock four, a link arm is fixed respectively on the middle both sides of every line shaft one, and a mixing arm is fixed respectively in the outer end of each link arm; A line shaft two of left end output of headstock one, the left end of this line shaft two is fixed a rectangle cutter one, a line shaft two of right-hand member output of headstock two, the right-hand member of this line shaft two is fixed a rectangle cutter one, a line shaft two of rear end output of headstock four, a rectangle cutter one is fixed in the rear end of this line shaft two.
Rectangular pile pile-formation machine comprises following structure: motor two upper ends are fixed in support bar two lower ends, and driver three upper ends are fixed in motor two lower ends; Support bar two bottom left ends are 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 driver one, and support bar two bottom right-hand members are 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 driver two; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between driver three and driver one, be respectively equipped with a driving shaft one between driver three and driver 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 driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter two; A driving shaft two is exported respectively in the left back of driver one and left front, and the left end of this each driving shaft two is fixed respectively a rectangle cutter two.
The present invention has following feature:
The present invention can manufacture that soil cement T shape locking notch pile is connected with the mutual rectangle fore shaft of concrete rectangular locking notch pile, 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 structural representation of T stake pile-formation machine;
Fig. 2 is that A-A of Fig. 1 is to view;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is that C-C of Fig. 1 is to view;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is that T stake is connected with rectangular pile rectangle fore shaft, the cross-sectional view of the pile body of distributed in grid.
In figure: 1, support bar one, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, cross bar one, 7, column three, 8, line shaft one, 9, mixing arm, 10, column one, 11, column two, 12, drilling rod, 13, drill bit, 14, line shaft two, 15, rectangle cutter one, 16, link arm, 17, cross bar two, 18, column four, 19, headstock four, 21, rectangle cutter two; 31, support bar two, 32, motor two, 33, driver three, 34, driver one, 35, driver 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 T stake pile-formation machine and rectangular pile pile-formation machine.
T stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4; Concrete structure is as follows: the front end of cross bar 2 17 is fixed on the centre of cross bar 1, forms a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar 1; The middle lower end of cross bar one is fixed with column 37, the lower end of column three is fixed with motor 1, the lower end of motor one is fixed with headstock 33, the left end bottom of cross bar one is fixed with column 1, the lower end of column one is fixed with headstock 1, and the right-hand member bottom of cross bar one is fixed with column 2 11, and the lower end of column two is fixed with headstock 25, the rear end lower of cross bar two is fixed with column 4 18, and the lower end of column four is fixed with headstock 4 19; The lower end of headstock one, headstock two, headstock three, headstock four 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 headstock three and headstock one, between headstock three and headstock two, be respectively equipped with a line shaft 1 between headstock three and headstock four, a link arm 16 is fixed respectively on the middle both sides of every line shaft one, and a mixing arm 9 is fixed respectively in the outer end of each link arm; A line shaft 2 14 of left end output of headstock one, the left end of this line shaft two is fixed a rectangle cutter 1, a line shaft 2 14 of right-hand member output of headstock two, the right-hand member of this line shaft two is fixed a rectangle cutter 1, a line shaft 2 14 of rear end output of headstock four, a rectangle cutter 1 is fixed in the rear end of this line shaft two.
Mixing arm on three line shafts one differs certain angle in rotation, in rotation, is independent of each other mutually.
The specific works mode of T stake pile-formation machine is as follows: when work, grouting pump is to each drill bit grout injection respectively, motor one drives headstock three runnings, in operation process, the rotating drive headstock one by left and right, rear three line shafts one, headstock two, headstock four turn round headstock three respectively, headstock one drives line shaft two rotations of its left end in operation process, and headstock two drives line shaft two rotations of its right-hand member in operation process; Headstock four drives line shaft two rotations of its rear end in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate by the drilling rod of its lower end respectively, and four drill bits stir the earth of its lower end and cement mortar in rotation; Three line shafts one drive respectively two link arms on each line shaft one to drive one rotation of mixing arm moving mechanical axis in rotation, and mixing arm stirs the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar in rotation process; The line shaft two of right-hand member drives rectangle cutter one rotation of right-hand member in rotation, the rectangle cutter one of right-hand member stirs into protruding rectangle termination by the soil body of the termination of right part and cement mortar in rotation, the line shaft two of left end drives rectangle cutter one rotation of left end in rotation, the rectangle cutter one of left end stirs into protruding rectangle termination by the soil body of the termination of left part and cement mortar in rotation, the line shaft two of rear end drives rectangle cutter one rotation of rear end in rotation, and the rectangle cutter one of rear end stirs into protruding rectangle termination by the soil body of the termination at rear portion and cement mortar in rotation; Support bar one is compressed into process and is formed left and right, rear three directions respectively with the soil cement T shape locking notch pile of protruding rectangle termination downwards.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 2 32 upper ends are fixed in support bar 2 31 lower ends, and driver 3 33 upper ends are fixed in motor two lower ends; Support bar two bottom left ends are 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 driver 1, support bar two bottom right-hand members are 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 driver 2 35; The lower end of driver one, driver two, driver 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 driver three and driver one, be respectively equipped with a driving shaft 1 between driver three and driver 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 driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter 2 21; A driving shaft 2 44 is exported respectively in the left back of driver one and left front, and the left end of this each driving shaft two is fixed respectively a rectangle cutter 2 21.
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 driver three runnings, driver three rotating drive driver one, driver two by driving shaft one in operation process turns round, driver 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, and driver 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, driver one, driver two, driver three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits cut the earth of its lower end 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 cuts unhewn drill bit between two common tangents of every two drill bit cylindricals earth in rotation process, two driving shafts two of right-hand member drive respectively two rectangle cutter two rotations of right-hand member in rotation, these two rectangle cuttves two become the soil cutting of the termination of right part recessed rectangle termination in rotation, two driving shafts two of left end drive respectively two rectangle cutter two rotations of left end in rotation, these two rectangle cuttves two become the soil cutting of the termination of left part recessed rectangle termination in rotation, the soil body machining away is mixed in mud, and mud flows out from hole, and support bar two is compressed into process and formed two ends, a left and right respectively with the rectangular opening of recessed rectangle termination downwards, in this hole casting concrete, form concrete rectangular locking notch pile.
The recessed rectangle termination at the protruding rectangle termination of left and right, rear three directions of T shape locking notch pile and rectangle locking notch pile two ends coincide.
The pile body process of T stake pile-formation machine and rectangular pile pile-formation machine manufacture T shape locking notch pile and the mutual rectangle fore shaft of rectangle locking notch pile, distributed in grid is as follows: in the position that needs reinforcement and process, longitudinally manufacture many drainings earth T shape locking notch pile with T stake pile-formation machine according to the working method of above-mentioned T stake pile-formation machine, the distance of the adjacent rectangle locking notch pile in two T shape locking notch pile intervals before and after making in every row, the T pommel left and right of two adjacent T shape locking notch piles is reverse each other before and after making in every row; The distance of the relative rectangle locking notch pile in T shape locking notch pile interval in every two T pommel left and right in adjacent two rows; The soil cement intensity of two adjacent T shape locking notch piles reaches a timing before and after in every row, in the spacing between these two T shape locking notch piles, with rectangular pile pile-formation machine, manufactures a concrete rectangular locking notch pile according to the working method of above-mentioned rectangular pile pile-formation machine; When the soil cement intensity of the relative T shape locking notch pile in every two T pommel left and right in adjacent two rows reaches a timing, in the spacing between these two T shape locking notch piles, with rectangular pile pile-formation machine, manufacture a concrete rectangular locking notch pile according to the working method of above-mentioned rectangular pile pile-formation machine; Make the recessed rectangle termination of the rectangle locking notch pile between every two T shape locking notch piles be fit to the protruding rectangle termination of T shape locking notch pile, so manufacture every two adjacent soil cement T shape locking notch piles and the mutual rectangle fore shaft of concrete rectangular locking notch pile between it is connected, distributed in grid locking notch pile, in the time that the concrete of rectangle locking notch pile and the soil cement of T shape locking notch pile all reach some strength, it is closely knit that each cross section that T shape locking notch pile and rectangle locking notch pile are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so forms closely knit composite foundation.
Claims (3)
1. T stake and a rectangular pile rectangle fore shaft equipment, comprise T stake pile-formation machine and rectangular pile pile-formation machine; It is characterized in that:
The concrete structure of T stake pile-formation machine comprises: the front end of cross bar two (17) is fixed on the centre of cross bar one (6), forms a T steel structure thus, and the center of gravity of T steel structure is fixed in the lower end of support bar one (1); The middle lower end of cross bar one is fixed with column three (7), the lower end of column three is fixed with motor one (2), the lower end of motor one is fixed with headstock three (3), the left end bottom of cross bar one is fixed with column one (10), the lower end of column one is fixed with headstock one (4), and the right-hand member bottom of cross bar one is fixed with column two (11), and the lower end of column two is fixed with headstock two (5), the rear end lower of cross bar two is fixed with column four (18), and the lower end of column four is fixed with headstock four (19); The lower end of headstock one, headstock two, headstock three, headstock four 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 headstock three and headstock one, between headstock three and headstock two, be respectively equipped with a line shaft one (8) between headstock three and headstock four, a link arm (16) is fixed respectively on the middle both sides of every line shaft one, and a mixing arm (9) is fixed respectively in the outer end of each link arm; A line shaft two (14) of left end output of headstock one, the left end of this line shaft two is fixed a rectangle cutter one (15), a line shaft two (14) of right-hand member output of headstock two, the right-hand member of this line shaft two is fixed a rectangle cutter one (15), a line shaft two (14) of rear end output of headstock four, a rectangle cutter one (15) is fixed in the rear end of this line shaft two;
The specific works mode of T stake pile-formation machine: when work, grouting pump is to each drill bit grout injection respectively, motor one drives headstock three runnings, in operation process, the rotating drive headstock one by left and right, rear three line shafts one, headstock two, headstock four turn round headstock three respectively, headstock one drives line shaft two rotations of its left end in operation process, and headstock two drives line shaft two rotations of its right-hand member in operation process; Headstock four drives line shaft two rotations of its rear end in operation process; Headstock one, headstock two, headstock three, headstock four drive drill bit to rotate by the drilling rod of its lower end respectively, and four drill bits stir the earth of its lower end and cement mortar in rotation; Three line shafts one drive respectively two link arms on each line shaft one to drive one rotation of mixing arm moving mechanical axis in rotation, and mixing arm stirs the unhewn earth of drill bit between two common tangents of every two drill bit cylindricals and cement mortar in rotation process; The line shaft two of right-hand member drives rectangle cutter one rotation of right-hand member in rotation, the rectangle cutter one of right-hand member stirs into protruding rectangle termination by the soil body of the termination of right part and cement mortar in rotation, the line shaft two of left end drives rectangle cutter one rotation of left end in rotation, the rectangle cutter one of left end stirs into protruding rectangle termination by the soil body of the termination of left part and cement mortar in rotation, the line shaft two of rear end drives rectangle cutter one rotation of rear end in rotation, and the rectangle cutter one of rear end stirs into protruding rectangle termination by the soil body of the termination at rear portion and cement mortar in rotation; Support bar one is compressed into process and is formed left and right, rear three directions respectively with the soil cement T shape locking notch pile of protruding rectangle termination downwards;
The concrete structure of rectangular pile pile-formation machine: motor two (32) upper ends are fixed in support bar two (31) lower ends, driver three (33) upper ends are fixed in motor two lower ends; Support bar two bottom left ends are 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 driver one (34), support bar two bottom right-hand members are 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 driver two (35); The lower end of driver one, driver two, driver 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 driver three and driver one, be respectively equipped with a driving shaft one (38) between driver three and driver 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 driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter two (21); A driving shaft 2 44 is exported respectively in the left back of driver one and left front, and the left end of this each driving shaft two is fixed respectively a rectangle cutter two (21);
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 driver three runnings, driver three rotating drive driver one, driver two by driving shaft one in operation process turns round, driver 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, and driver 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, driver one, driver two, driver three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits cut the earth of its lower end 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 cuts unhewn drill bit between two common tangents of every two drill bit cylindricals earth in rotation process, two driving shafts two of right-hand member drive respectively two rectangle cutter two rotations of right-hand member in rotation, these two rectangle cuttves two become the soil cutting of the termination of right part recessed rectangle termination in rotation, two driving shafts two of left end drive respectively two rectangle cutter two rotations of left end in rotation, these two rectangle cuttves two become the soil cutting of the termination of left part recessed rectangle termination in rotation, the soil body machining away is mixed in mud, and mud flows out from hole, and support bar two is compressed into process and formed two ends, a left and right respectively with the rectangular opening of recessed rectangle termination downwards, in this hole casting concrete, form concrete rectangular locking notch pile,
The pile body process of T stake pile-formation machine and rectangular pile pile-formation machine manufacture T shape locking notch pile and the mutual rectangle fore shaft of rectangle locking notch pile, distributed in grid: in the position that needs reinforcement and process, longitudinally manufacture many drainings earth T shape locking notch pile with T stake pile-formation machine according to the working method of above-mentioned T stake pile-formation machine, the distance of the adjacent rectangle locking notch pile in two T shape locking notch pile intervals before and after making in every row, the T pommel left and right of two adjacent T shape locking notch piles is reverse each other before and after making in every row; The distance of the relative rectangle locking notch pile in T shape locking notch pile interval in every two T pommel left and right in adjacent two rows; The soil cement intensity of two adjacent T shape locking notch piles reaches a timing before and after in every row, in the spacing between these two T shape locking notch piles, with rectangular pile pile-formation machine, manufactures a concrete rectangular locking notch pile according to the working method of above-mentioned rectangular pile pile-formation machine; When the soil cement intensity of the relative T shape locking notch pile in every two T pommel left and right in adjacent two rows reaches a timing, in the spacing between these two T shape locking notch piles, with rectangular pile pile-formation machine, manufacture a concrete rectangular locking notch pile according to the working method of above-mentioned rectangular pile pile-formation machine; Make the recessed rectangle termination of the rectangle locking notch pile between every two T shape locking notch piles be fit to the protruding rectangle termination of T shape locking notch pile, so manufacture every two adjacent soil cement T shape locking notch piles and the mutual rectangle fore shaft of concrete rectangular locking notch pile between it is connected, distributed in grid locking notch pile, in the time that the concrete of rectangle locking notch pile and the soil cement of T shape locking notch pile all reach some strength, it is closely knit that each cross section that T shape locking notch pile and rectangle locking notch pile are surrounded is that the soil body in tetragonal space carries out respectively vacuum dehydration, so forms closely knit composite foundation.
2. T stake according to claim 1 and rectangular pile rectangle fore shaft equipment, is characterized in that: the mixing arm on three line shafts one of T stake pile-formation machine differs certain angle in rotation, in rotation, is independent of each other mutually.
3. T stake according to claim 1 and rectangular pile rectangle fore shaft equipment, is characterized in that: the recessed rectangle termination at the protruding rectangle termination of left and right, rear three directions of T shape locking notch pile and rectangle locking notch pile two ends coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088853.4A CN105604015A (en) | 2016-02-18 | 2016-02-18 | Rectangular locking equipment of Y-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088853.4A CN105604015A (en) | 2016-02-18 | 2016-02-18 | Rectangular locking equipment of Y-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105604015A true CN105604015A (en) | 2016-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088853.4A Withdrawn CN105604015A (en) | 2016-02-18 | 2016-02-18 | Rectangular locking equipment of Y-shaped piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105604015A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569009A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Rectangular buckling equipment for T-shaped piles and rectangular piles |
| CN105569008A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Rectangular splicing equipment for T-shaped piles and rectangular piles |
| CN105714796A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | T pile and rectangular pile rectangular insertion and buckling equipment |
-
2016
- 2016-02-18 CN CN201610088853.4A patent/CN105604015A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569009A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Rectangular buckling equipment for T-shaped piles and rectangular piles |
| CN105569008A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Rectangular splicing equipment for T-shaped piles and rectangular piles |
| CN105714796A (en) * | 2016-02-18 | 2016-06-29 | 宗超 | T pile and rectangular pile rectangular insertion and buckling equipment |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160525 |