CN105735296A - Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device - Google Patents
Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device Download PDFInfo
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- CN105735296A CN105735296A CN201610254181.XA CN201610254181A CN105735296A CN 105735296 A CN105735296 A CN 105735296A CN 201610254181 A CN201610254181 A CN 201610254181A CN 105735296 A CN105735296 A CN 105735296A
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- 239000002689 soil Substances 0.000 claims abstract description 40
- 239000004568 cement Substances 0.000 claims abstract description 26
- 230000005540 biological transmission Effects 0.000 claims description 60
- 238000003756 stirring Methods 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 11
- 238000005520 cutting process Methods 0.000 claims description 10
- 238000005553 drilling Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 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
-
- 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
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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)
- Geochemistry & Mineralogy (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses an equal-thickness trapezoidal-head pile and phi pile inserting and buckling device which comprises a phi pile forming machine and an equal-thickness trapezoidal-head pile forming machine. Multiple cement soil phi piles are manufactured at a spacing distance of an equal-thickness trapezoidal-head pile; when cement soil of the phi piles on the two sides reaches certain strength, a concrete equal-thickness trapezoidal-head pile is manufactured within the spacing distance between every two adjacent phi piles according to a working manner of the equal-thickness trapezoidal-head pile forming machine by virtue of the equal-thickness trapezoidal-head pile forming machine, so that a pile wall formed by inserting and buckling of the multiple concrete equal-thickness trapezoidal-head piles and the cement soil phi piles between every two adjacent equal-thickness trapezoidal-head piles is formed for soil blocking and seepage prevention of a building foundation.
Description
Technical field
The present invention relates to the uniform thickness bathrocephaly stake and π stake buckle device that use in a kind of buckle device, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the piling wall of soil cement π stake and the concrete uniform thickness mutual eye-splice of bathrocephaly stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of uniform thickness bathrocephaly stake that can manufacture soil cement π stake and the concrete uniform thickness mutual eye-splice of bathrocephaly stake and π stake buckle device.
The present invention is achieved through the following technical solutions:
A kind of uniform thickness bathrocephaly stake and π stake buckle device, including π stake pile-formation machine and uniform thickness bathrocephaly stake pile-formation machine.
π stake pile-formation machine includes following structure: the left part back of transverse arm one is fixed with transverse arm two, the right part back of transverse arm one is fixed with transverse arm three, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework；The front end of transverse arm two is fixed in the lower end of pressure rod one, and the front end of transverse arm three is fixed in the lower end of pressure rod two；The middle lower portion of transverse arm one is fixed with column one, the lower end of column one is fixed with motor one, the lower end of motor one is fixed with headstock one, in the middle of the left part of transverse arm one, lower end is fixed with column two, the lower end of column two is fixed with headstock two, the left end bottom of transverse arm one is fixed with column four, the lower end of column four is fixed with headstock four, in the middle of the right part of transverse arm one, lower end is fixed with column three, the lower end of column three is fixed with headstock three, the right-hand member bottom of transverse arm one is fixed with column five, the lower end of column five is fixed with headstock five, the rear end lower of transverse arm two is fixed with column six, the lower end of column six is fixed with headstock six, the rear end lower of transverse arm three is fixed with column seven, the lower end of column seven is fixed with headstock seven；Headstock one, headstock two, headstock three, headstock four, headstock five, headstock six, headstock seven lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit one；A power transmission shaft one it is respectively equipped with between headstock one and headstock two, between headstock one and headstock three, between headstock two and headstock four, between headstock three and headstock five, between headstock two and headstock six, between headstock three and headstock seven, a link arm is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a stirring knife one respectively；Right-hand member one power transmission shaft four of output of headstock five, the right-hand member of power transmission shaft four fixes a trapezoidal cutter；The left back of headstock four and left front export a power transmission shaft two respectively, and this each power transmission shaft two left end fixes a triangular knife one respectively, and left end one power transmission shaft three of output of headstock four, the left end of this power transmission shaft three fixes a stirring knife two.
The structure of uniform thickness bathrocephaly stake pile-formation machine includes: on the left of mobile jib lower end the upper end of fixation steel plate support one, the centre of motor one shell is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with left front Rotary-table, and the rear end output shaft of motor one is fixed with left back Rotary-table；The upper end of fixation steel plate support two on the right side of mobile jib lower end, the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end output shaft of motor two is fixed with Rotary-table before the right side, and the rear end output shaft of motor two is fixed with Rotary-table behind the right side；Left front Rotary-table and left back Rotary-table one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head；Rotary-table one convex trapezoidal cutter hub of composition after right front Rotary-table and the right side, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide.
The present invention has following feature:
The present invention can manufacture the piling wall of soil cement π stake and the concrete uniform thickness mutual eye-splice of bathrocephaly stake, for the gear soil on building basis, antiseepage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of π stake pile-formation machine；
Fig. 2 is the A A direction view of Fig. 1；
Fig. 3 is the B B view of Fig. 1；
Fig. 4 is the C C direction view of Fig. 1；
Fig. 5 is the front view of uniform thickness bathrocephaly stake pile-formation machine；
Fig. 6 is the rearview of uniform thickness bathrocephaly stake pile-formation machine；
Fig. 7 is the D D view of Fig. 5；
Fig. 8 is the cross-sectional view of π stake and uniform thickness bathrocephaly stake eye-splice.
In figure: 1, pressure rod one, 2, pressure rod two, 3, headstock one, 4, headstock two, 5, headstock three, 6, headstock four, 7, headstock five, 8, power transmission shaft one, 9, stirring knife one, 10, column one, 11, motor one, 12, drilling rod, 13, drill bit one, 14, power transmission shaft two, 15, triangular knife one, 16, transverse arm one, 17, column two, 18, column three, 19, column four, 20, column five, 21, transverse arm two, 22, transverse arm three, 23, column six, 24, column seven, 25, headstock six, 26, headstock seven, 27, link arm, 28, power transmission shaft three, 29, stirring knife two, 30, power transmission shaft four, 31, trapezoidal cutter；32, steel plate support one, 33, steel plate support two, 34, left front Rotary-table, 35, right before Rotary-table, 36, motor one, 37, motor two, 38, cutter head, 39, left back Rotary-table, 40, Rotary-table behind the right side, 41, output shaft, 42, mobile jib.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes π stake pile-formation machine and uniform thickness bathrocephaly stake pile-formation machine.
π stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: the left part back of transverse arm 1 is fixed with transverse arm 2 21, the right part back of transverse arm one is fixed with transverse arm 3 22, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework；The front end of transverse arm two is fixed in the lower end of pressure rod 1, and the front end of transverse arm three is fixed in the lower end of pressure rod 22；The middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 1, the lower end of motor one is fixed with headstock 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with headstock 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with headstock 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with headstock 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with headstock 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with headstock 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with headstock 7 26；Headstock one, headstock two, headstock three, headstock four, headstock five, headstock six, headstock seven lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 1；A power transmission shaft 1 it is respectively equipped with between headstock one and headstock two, between headstock one and headstock three, between headstock two and headstock four, between headstock three and headstock five, between headstock two and headstock six, between headstock three and headstock seven, a link arm 27 is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a stirring knife 1 respectively；Right-hand member one power transmission shaft 4 30 of output of headstock five, the right-hand member of power transmission shaft four fixes a trapezoidal cutter 30；The left back of headstock four and left front export a power transmission shaft 2 14 respectively, and this each power transmission shaft two left end fixes a triangular knife 1 respectively, and left end one power transmission shaft 3 28 of output of headstock four, the left end of this power transmission shaft three fixes a stirring knife 2 29.
Stirring knife one on headstock two three power transmission shafts one left and right, rear differs certain angle in rotation, is independent of each other mutually in rotation.
Stirring knife one on headstock three three power transmission shafts one left and right, rear differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of π stake pile-formation machine is as follows: π stake pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives headstock one operating, the on-stream rotation by two power transmission shafts one in left and right of headstock one drives headstock two and headstock three operating respectively, headstock two is on-stream by a left side, the rotation of latter two power transmission shaft one drives headstock four and headstock six operating respectively, headstock three is on-stream by the right side, the rotation of latter two power transmission shaft one drives headstock five and headstock seven operating respectively, headstock five drives power transmission shaft four rotation of right-hand member in operation process；Headstock four drives the power transmission shaft two of left back synchronous axial system relative to the power transmission shaft two of left front respectively in operation process, and headstock four simultaneously drives power transmission shaft three rotation of left end；Headstock one, headstock two, headstock three, headstock four, headstock five, headstock six, headstock seven drive drill bit one to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred with cement mortar by seven drill bits one in rotation；Six power transmission shafts one drive two link arms on each power transmission shaft one to drive stirring knife one around power transmission shaft one rotation respectively in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals is stirred with cement mortar by stirring knife one in rotation；The power transmission shaft four of right-hand member drives trapezoidal swivel to move in rotation, and the soil cutting of the termination of right part and cement mortar are stirred into convex trapezoidal by trapezoidal cutter in rotation；Two power transmission shafts two of left end drive triangular knife one rotation on the power transmission shaft two of left end respectively in rotation, the power transmission shaft three of left end drives stirring knife two rotation of left end in rotation, and the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal by the triangular knife one of left end and stirring knife two in rotation；Pressure rod one, pressure rod two are pressed in process to be formed a left end with recessed trapezoidal, right-hand member with convex trapezoidal soil cement π stake downwards.
Uniform thickness bathrocephaly stake pile-formation machine includes the structure in Fig. 5, Fig. 6, Fig. 7；Concrete structure is as follows: on the left of mobile jib 42 lower end the upper end of fixation steel plate support 1, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end output shaft 41 of motor one is fixed with left front Rotary-table 34, and the rear end output shaft 41 of motor one is fixed with left back Rotary-table 39；The upper end of fixation steel plate support 2 33 on the right side of mobile jib 42 lower end, the centre of motor 2 37 shell is fixed in the lower end of steel plate support two, and the front end output shaft 41 of motor two is fixed with Rotary-table 35 before the right side, and the rear end output shaft of motor two is fixed with Rotary-table 40 behind the right side；Left front Rotary-table and left back Rotary-table one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Rotary-table one convex trapezoidal cutter hub of composition after right front Rotary-table and the right side, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide.
The specific works mode of uniform thickness bathrocephaly stake pile-formation machine is as follows: uniform thickness bathrocephaly stake pile-formation machine is also equipped with grouting pump, during work, the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub is irrigated water under high pressure by grouting pump, motor one drives left front Rotary-table and left back Rotary-table to rotate forward, motor two drives Rotary-table reversion after Rotary-table and the right side before the right side, left front Rotary-table, left back Rotary-table and right before behind Rotary-table, the right side Rotary-table in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly by left front Rotary-table, left back Rotary-table in rotation, and before right, behind Rotary-table, the right side, right-hand member is cut into convex bathrocephaly by Rotary-table in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, mobile jib is pressed in process to be formed left end with recessed bathrocephaly, right-hand member with the trapezoidal head bore of uniform thickness of convex bathrocephaly downwards, in this uniform thickness bathrocephaly hole casting concrete, form concrete uniform thickness bathrocephaly stake.
The convex bathrocephaly of uniform thickness bathrocephaly stake coincide with the recessed bathrocephaly of π stake.
The recessed bathrocephaly of uniform thickness bathrocephaly stake coincide with the convex bathrocephaly of π stake.
The work process that π stake pile-formation machine forms eye-splice piling wall with uniform thickness bathrocephaly stake pile-formation machine associated working is as follows: in the original position needing pile axis, a soil cement π stake is manufactured according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, distance in one the uniform thickness bathrocephaly stake in the interval, right side of this π stake manufactures second soil cement π stake, so manufacture one, multiple intervals uniform thickness bathrocephaly pilespacing from soil cement π stake；When the soil cement intensity of the π stake on both sides reaches a timing, again in the distance between each two π stake, manufacture a concrete uniform thickness bathrocephaly stake with uniform thickness bathrocephaly stake pile-formation machine according to the working method of above-mentioned uniform thickness bathrocephaly stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the recessed trapezoidal of concrete uniform thickness bathrocephaly stake left end being fit to the right π stake left end of the concrete uniform thickness bathrocephaly stake right-hand member between each two soil cement π stake be fit to the convex trapezoidal of left side soil cement π stake right-hand member；The piling wall of the soil cement mutual eye-splice of π stake being thusly-formed between multiple concrete uniform thickness bathrocephaly stake and each two uniform thickness bathrocephaly stake, for the gear soil on building basis, antiseep.
Claims (5)
1. the stake of uniform thickness bathrocephaly and a π stake buckle device, including π stake pile-formation machine and uniform thickness bathrocephaly stake pile-formation machine, it is characterised in that:
The concrete structure of π stake pile-formation machine includes: the left part back of transverse arm one (16) is fixed with transverse arm two (21), the right part back of transverse arm one is fixed with transverse arm three (22), thus transverse arm one, transverse arm two, transverse arm three form a π shape framework；The front end of transverse arm two is fixed in the lower end of pressure rod one (1), and the front end of transverse arm three is fixed in the lower end of pressure rod two (2)；nullThe middle lower portion of transverse arm one is fixed with column one (10)，The lower end of column one is fixed with motor one (11)，The lower end of motor one is fixed with headstock one (3)，In the middle of the left part of transverse arm one, lower end is fixed with column two (17)，The lower end of column two is fixed with headstock two (4)，The left end bottom of transverse arm one is fixed with column four (19)，The lower end of column four is fixed with headstock four (6)，In the middle of the right part of transverse arm one, lower end is fixed with column three (18)，The lower end of column three is fixed with headstock three (5)，The right-hand member bottom of transverse arm one is fixed with column five (20)，The lower end of column five is fixed with headstock five (7)，The rear end lower of transverse arm two is fixed with column six (23)，The lower end of column six is fixed with headstock six (25)，The rear end lower of transverse arm three is fixed with column seven (24)，The lower end of column seven is fixed with headstock seven (26)；Headstock one, headstock two, headstock three, headstock four, headstock five, headstock six, headstock seven lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit one (13)；A power transmission shaft one (8) it is respectively equipped with between headstock one and headstock two, between headstock one and headstock three, between headstock two and headstock four, between headstock three and headstock five, between headstock two and headstock six, between headstock three and headstock seven, a link arm (27) is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm fixes a stirring knife one (9) respectively；Right-hand member one power transmission shaft four (30) of output of headstock five, the right-hand member of power transmission shaft four fixes a trapezoidal cutter (30)；The left back of headstock four and left front export a power transmission shaft two (14) respectively, this each power transmission shaft two left end fixes a triangular knife one (15) respectively, left end one power transmission shaft three (28) of output of headstock four, the left end of this power transmission shaft three fixes a stirring knife two (29)；
The specific works mode of π stake pile-formation machine: π stake pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives headstock one operating, the on-stream rotation by two power transmission shafts one in left and right of headstock one drives headstock two and headstock three operating respectively, headstock two is on-stream by a left side, the rotation of latter two power transmission shaft one drives headstock four and headstock six operating respectively, headstock three is on-stream by the right side, the rotation of latter two power transmission shaft one drives headstock five and headstock seven operating respectively, headstock five drives power transmission shaft four rotation of right-hand member in operation process；Headstock four drives the power transmission shaft two of left back synchronous axial system relative to the power transmission shaft two of left front respectively in operation process, and headstock four simultaneously drives power transmission shaft three rotation of left end；Headstock one, headstock two, headstock three, headstock four, headstock five, headstock six, headstock seven drive drill bit one to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred with cement mortar by seven drill bits one in rotation；Six power transmission shafts one drive two link arms on each power transmission shaft one to drive stirring knife one around power transmission shaft one rotation respectively in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals is stirred with cement mortar by stirring knife one in rotation；The power transmission shaft four of right-hand member drives trapezoidal swivel to move in rotation, and the soil cutting of the termination of right part and cement mortar are stirred into convex trapezoidal by trapezoidal cutter in rotation；Two power transmission shafts two of left end drive triangular knife one rotation on the power transmission shaft two of left end respectively in rotation, the power transmission shaft three of left end drives stirring knife two rotation of left end in rotation, and the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal by the triangular knife one of left end and stirring knife two in rotation；Pressure rod one, pressure rod two are pressed in process to be formed a left end with recessed trapezoidal, right-hand member with convex trapezoidal soil cement π stake downwards；
The concrete structure of uniform thickness bathrocephaly stake pile-formation machine includes: on the left of mobile jib (42) lower end the upper end of fixation steel plate support one (32), the centre of motor one (36) shell is fixed in the lower end of steel plate support one, the front end output shaft (41) of motor one is fixed with left front Rotary-table (34), and the rear end output shaft (41) of motor one is fixed with left back Rotary-table (39)；The upper end of fixation steel plate support two (33) on the right side of mobile jib (42) lower end, the centre of motor two (37) shell is fixed in the lower end of steel plate support two, the front end output shaft (41) of motor two is fixed with Rotary-table (35) before the right side, and the rear end output shaft of motor two is fixed with Rotary-table (40) behind the right side；Left front Rotary-table and left back Rotary-table one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Rotary-table one convex trapezoidal cutter hub of composition after right front Rotary-table and the right side, the side surface of convex trapezoidal cutter hub is provided with multiple cutter head；The convex trapezoidal of the recessed trapezoidal and convex trapezoidal cutter hub cross section of recessed trapezoidal cutter hub cross section is coincide；
The specific works mode of uniform thickness bathrocephaly stake pile-formation machine: during the work of uniform thickness bathrocephaly stake pile-formation machine, the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub is irrigated water under high pressure by grouting pump, motor one drives left front Rotary-table and left back Rotary-table to rotate forward, motor two drives Rotary-table reversion after Rotary-table and the right side before the right side, left front Rotary-table, left back Rotary-table and right before behind Rotary-table, the right side Rotary-table in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly by left front Rotary-table, left back Rotary-table in rotation, and before right, behind Rotary-table, the right side, right-hand member is cut into convex bathrocephaly by Rotary-table in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, mobile jib is pressed in process to be formed left end with recessed bathrocephaly, right-hand member with the trapezoidal head bore of uniform thickness of convex bathrocephaly downwards, in this uniform thickness bathrocephaly hole casting concrete, form concrete uniform thickness bathrocephaly stake；
π stake pile-formation machine forms the work process of eye-splice piling wall with uniform thickness bathrocephaly stake pile-formation machine associated working: in the original position needing pile axis, a soil cement π stake is manufactured according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, distance in one the uniform thickness bathrocephaly stake in the interval, right side of this π stake manufactures second soil cement π stake, so manufacture one, multiple intervals uniform thickness bathrocephaly pilespacing from soil cement π stake；When the soil cement intensity of the π stake on both sides reaches a timing, again in the distance between each two π stake, manufacture a concrete uniform thickness bathrocephaly stake with uniform thickness bathrocephaly stake pile-formation machine according to the working method of above-mentioned uniform thickness bathrocephaly stake pile-formation machine, make convex trapezoidal recessed trapezoidal, the recessed trapezoidal of concrete uniform thickness bathrocephaly stake left end being fit to the right π stake left end of the concrete uniform thickness bathrocephaly stake right-hand member between each two soil cement π stake be fit to the convex trapezoidal of left side soil cement π stake right-hand member；The piling wall of the soil cement mutual eye-splice of π stake being thusly-formed between multiple concrete uniform thickness bathrocephaly stake and each two uniform thickness bathrocephaly stake, for the gear soil on building basis, antiseep.
2. uniform thickness bathrocephaly stake according to claim 1 and π stake buckle device, it is characterised in that: the stirring knife one on headstock two three power transmission shafts one left and right, rear of π stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
3. uniform thickness bathrocephaly stake according to claim 1 and π stake buckle device, it is characterised in that: the stirring knife one on headstock three three power transmission shafts one left and right, rear of π stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
4. uniform thickness bathrocephaly stake according to claim 1 and π stake buckle device, it is characterised in that: the convex bathrocephaly of uniform thickness bathrocephaly stake coincide with the recessed bathrocephaly of π stake.
5. uniform thickness bathrocephaly stake according to claim 1 and π stake buckle device, it is characterised in that: the recessed bathrocephaly of uniform thickness bathrocephaly stake coincide with the convex bathrocephaly of π stake.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254181.XA CN105735296A (en) | 2016-04-23 | 2016-04-23 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
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| CN201610254181.XA CN105735296A (en) | 2016-04-23 | 2016-04-23 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
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| CN105735296A true CN105735296A (en) | 2016-07-06 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735295A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile joining device |
| CN105887834A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
| CN105887835A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Inserting device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105442571A (en) * | 2015-12-31 | 2016-03-30 | 刘玉秋 | Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile |
| CN105464102A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Forming machine for rectangular locking pi-shaped(pi);(phi)piles |
| CN105507294A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Equipment for combined work of piles shaped like Greek letter 'pi' and rectangular piles |
| CN105735295A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile joining device |
| CN105887835A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Inserting device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
| CN105887834A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
-
2016
- 2016-04-23 CN CN201610254181.XA patent/CN105735296A/en not_active Withdrawn
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105442571A (en) * | 2015-12-31 | 2016-03-30 | 刘玉秋 | Wedge-shaped plug-in equipment for TT-shaped pile and rectangular pile |
| CN105464102A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Forming machine for rectangular locking pi-shaped(pi);(phi)piles |
| CN105507294A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Equipment for combined work of piles shaped like Greek letter 'pi' and rectangular piles |
| CN105735295A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile joining device |
| CN105887835A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Inserting device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
| CN105887834A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735295A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile joining device |
| CN105887834A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
| CN105887835A (en) * | 2016-04-23 | 2016-08-24 | 刘兰花 | Inserting device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
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Application publication date: 20160706 |