CN105887834A - Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' - Google Patents
Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' Download PDFInfo
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- CN105887834A CN105887834A CN201610254179.2A CN201610254179A CN105887834A CN 105887834 A CN105887834 A CN 105887834A CN 201610254179 A CN201610254179 A CN 201610254179A CN 105887834 A CN105887834 A CN 105887834A
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- headstock
- stake
- bathrocephaly
- cutter hub
- fixed
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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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
Abstract
A buckling device for equal-thickness trapezoid-head piles and piles shaped like a Greek letter 'pi' comprises a forming machine for the piles shaped like the Greek letter 'pi' and a forming machine for the equal-thickness trapezoid-head piles. The multiple concrete piles shaped like the Greek letter 'pi' arranged at the interval of one equal-thickness trapezoid-head pile are manufactured; when the concrete strength of the piles shaped like the Greek letter 'pi' on the two sides reaches a certain value, one concrete equal-thickness trapezoid-head pile is manufactured between every two adjacent piles shaped like the Greek letter 'pi' through the forming machine for the equal-thickness trapezoid-head piles according to the working way of the forming machine for the equal-thickness trapezoid-head piles, the convex trapezoid of the right end of the concrete equal-thickness trapezoid-head pile between every two adjacent concrete piles shaped like the Greek letter 'pi' is matched with the concave trapezoid of the left end of the corresponding pile shaped like the Greek letter 'pi' on the right side, and the concave trapezoid of the left end of the concrete equal-thickness trapezoid-head pile between every two adjacent concrete piles shaped like the Greek letter 'pi' is matched with the convex trapezoid of the right end of the corresponding pile shaped like the Greek letter 'pi' on the left side; and accordingly, a pile wall composed of the multiple concrete equal-thickness trapezoid-head piles and the concrete piles shaped like the Greek letter 'pi' between the corresponding equal-thickness trapezoid-head piles in a buckled mode is formed and used for soil blocking and leakage prevention for a building foundation.
Description
Technical field
The present invention relates to a kind of buckling device, the uniform thickness bathrocephaly stake used in a kind of foundation engineering and π stake buckling device.
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, the piling wall that not to be concrete π stake mutually fasten with concrete uniform thickness bathrocephaly stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of can manufacture uniform thickness bathrocephaly stake and the π stake buckling device that concrete π stake and concrete uniform thickness bathrocephaly stake mutually fasten.
The present invention is achieved through the following technical solutions:
A kind of uniform thickness bathrocephaly stake and π stake buckling 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, the lower end of headstock seven are respectively equipped with a drilling rod, and 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 the recessed trapezoidal cutter hub of first half, and the rear end output shaft of motor one is fixed with later half recessed trapezoidal cutter hub；On the right side of mobile jib lower end, fixation steel plate supports the upper end of two, and 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 front semi-convex trapezoidal cutter hub, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, 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 a following feature:
The present invention can manufacture the piling wall that concrete π stake mutually fastens with concrete uniform thickness bathrocephaly stake, for gear soil, the antiseepage on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
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 that π stake fastens with uniform thickness bathrocephaly stake.
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, the recessed trapezoidal cutter hub of first half, 35, front semi-convex trapezoidal cutter hub, 36, motor one, 37, motor two, 38, cutter head, 39, later half recessed trapezoidal cutter hub, 40, rear semi-convex trapezoidal cutter hub, 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, the lower end of headstock seven are respectively equipped with a drilling rod 12, and 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, grouting pump is injected separately into water under high pressure to each drill bit one, 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 and the relative synchronous axial system of power transmission shaft two of left front in operation process respectively, 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 by the drilling rod of its lower end respectively, seven drill bits one in rotation by the soil cutting of its lower end；Six power transmission shafts one drive respectively in rotation two link arms on each power transmission shaft one drive stirring knife one around power transmission shaft one rotation, stirring knife one in rotation by the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals；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 is become convex trapezoidal in rotation by trapezoidal cutter；Two power transmission shafts two of left end drive triangular knife one rotation on the power transmission shaft two of left end in rotation respectively, 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 is become recessed trapezoidal in rotation by the triangular knife one of left end and stirring knife two；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and pressure rod one, pressure rod two form left end downwards with recessed trapezoidal, right-hand member with convex trapezoidal π hole during being pressed into, in this π hole casting concrete, form concrete π stake.
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 the recessed trapezoidal cutter hub 34 of first half, and the rear end output shaft 41 of motor one is fixed with later half recessed trapezoidal cutter hub 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, the front end output shaft 41 of motor two is fixed with front semi-convex trapezoidal cutter hub 35, and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub 40；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, 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, grouting pump irrigates water under high pressure to the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub, motor one drives the recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub to rotate forward, motor two drive front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub reversion, the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub and front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub, and right-hand member is cut into convex bathrocephaly in rotation by front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, mobile jib forms left end downwards with recessed bathrocephaly, right-hand member with the trapezoidal head bore of uniform thickness of convex bathrocephaly during being pressed into, 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 and uniform thickness bathrocephaly stake pile-formation machine associated working form fastening piling wall is as follows: in the original position needing pile axis, a concrete 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 interval of the right side of this π stake manufactures second concrete π stake, so manufacture one, multiple intervals uniform thickness bathrocephaly pilespacing from concrete π stake；When the concrete strength of the π stake on both sides reaches a timing, again in the distance between the stake of each two π, 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 concrete π stake be fit to the convex trapezoidal of left side concrete π stake right-hand member；The piling wall that the concrete π stake being thusly-formed between multiple concrete uniform thickness bathrocephaly stake and each two uniform thickness bathrocephaly stake mutually fastens, for gear soil, the antiseep on building basis.
Claims (5)
1. the stake of uniform thickness bathrocephaly and a π stake buckling 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, the lower end of headstock seven are respectively equipped with a drilling rod (12), and 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: during the work of π stake pile-formation machine, grouting pump is injected separately into water under high pressure to each drill bit one, 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 and the relative synchronous axial system of power transmission shaft two of left front in operation process respectively, 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 by the drilling rod of its lower end respectively, seven drill bits one in rotation by the soil cutting of its lower end；Six power transmission shafts one drive respectively in rotation two link arms on each power transmission shaft one drive stirring knife one around power transmission shaft one rotation, stirring knife one in rotation by the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals；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 is become convex trapezoidal in rotation by trapezoidal cutter；Two power transmission shafts two of left end drive triangular knife one rotation on the power transmission shaft two of left end in rotation respectively, 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 is become recessed trapezoidal in rotation by the triangular knife one of left end and stirring knife two；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and pressure rod one, pressure rod two form left end downwards with recessed trapezoidal, right-hand member with convex trapezoidal π hole during being pressed into, in this π hole casting concrete, form concrete π stake；
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 the recessed trapezoidal cutter hub of first half (34), and the rear end output shaft (41) of motor one is fixed with later half recessed trapezoidal cutter hub (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 front semi-convex trapezoidal cutter hub (35), and the rear end output shaft of motor two is fixed with rear semi-convex trapezoidal cutter hub (40)；The recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub one recessed trapezoidal cutter hub of composition, the side surface of recessed trapezoidal cutter hub is provided with multiple cutter head 38；Front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub one convex trapezoidal cutter hub of composition, 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, grouting pump irrigates water under high pressure to the position between recessed trapezoidal cutter hub and convex trapezoidal cutter hub, motor one drives the recessed trapezoidal cutter hub of first half and later half recessed trapezoidal cutter hub to rotate forward, motor two drive front semi-convex trapezoidal cutter hub and rear semi-convex trapezoidal cutter hub reversion, the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub and front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub in rotation by the soil cutting of its lower end；Left end is cut into recessed bathrocephaly in rotation by the recessed trapezoidal cutter hub of first half, later half recessed trapezoidal cutter hub, and right-hand member is cut into convex bathrocephaly in rotation by front semi-convex trapezoidal cutter hub, rear semi-convex trapezoidal cutter hub；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, mobile jib forms left end downwards with recessed bathrocephaly, right-hand member with the trapezoidal head bore of uniform thickness of convex bathrocephaly during being pressed into, in this uniform thickness bathrocephaly hole casting concrete, form concrete uniform thickness bathrocephaly stake；
π stake pile-formation machine and uniform thickness bathrocephaly stake pile-formation machine associated working form the work process fastening piling wall: in the original position needing pile axis, a concrete 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 interval of the right side of this π stake manufactures second concrete π stake, so manufacture one, multiple intervals uniform thickness bathrocephaly pilespacing from concrete π stake；When the concrete strength of the π stake on both sides reaches a timing, again in the distance between the stake of each two π, 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 concrete π stake be fit to the convex trapezoidal of left side concrete π stake right-hand member；The piling wall that the concrete π stake being thusly-formed between multiple concrete uniform thickness bathrocephaly stake and each two uniform thickness bathrocephaly stake mutually fastens, for gear soil, the antiseep on building basis.
Uniform thickness bathrocephaly stake the most according to claim 1 and π stake buckling 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.
Uniform thickness bathrocephaly stake the most according to claim 1 and π stake buckling 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.
Uniform thickness bathrocephaly stake the most according to claim 1 and π stake buckling device, it is characterised in that: the convex bathrocephaly of uniform thickness bathrocephaly stake coincide with the recessed bathrocephaly of π stake.
Uniform thickness bathrocephaly stake the most according to claim 1 and π stake buckling 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 |
|---|---|---|---|
| CN201610254179.2A CN105887834A (en) | 2016-04-23 | 2016-04-23 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254179.2A CN105887834A (en) | 2016-04-23 | 2016-04-23 | Buckling device for equal-thickness trapezoid-head piles and piles shaped like Greek letter 'pi' |
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| CN105887834A true CN105887834A (en) | 2016-08-24 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
| 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' |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| US20110031017A1 (en) * | 2009-08-04 | 2011-02-10 | Kawasaki Jukogyo Kabushiki Kaisha | Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus |
| 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 |
| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling 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' |
-
2016
- 2016-04-23 CN CN201610254179.2A patent/CN105887834A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| US20110031017A1 (en) * | 2009-08-04 | 2011-02-10 | Kawasaki Jukogyo Kabushiki Kaisha | Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus |
| 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 |
| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling 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' |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735296A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-thickness trapezoidal-head pile and phi pile inserting and buckling device |
| 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' |
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Application publication date: 20160824 |