CN105887836A - Equal-width pile and H-shaped pile buckling device - Google Patents
Equal-width pile and H-shaped pile buckling device Download PDFInfo
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- CN105887836A CN105887836A CN201610254183.9A CN201610254183A CN105887836A CN 105887836 A CN105887836 A CN 105887836A CN 201610254183 A CN201610254183 A CN 201610254183A CN 105887836 A CN105887836 A CN 105887836A
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- 239000002689 soil Substances 0.000 claims abstract description 18
- 238000005520 cutting process Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 238000005553 drilling Methods 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003756 stirring 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
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses an equal-width pile and H-shaped pile buckling device which comprises an H-shaped pile forming machine and an equal-width pile forming machine. Multiple concrete H-shaped piles arranged at the interval of an equal-width pile are manufactured; when the concrete strength of the H-shaped piles on the two sides reach a certain value, one concrete equal-width pile is manufactured between the front portions of every two adjacent H-shaped piles through the equal-width pile forming machine according to the working way of the equal-width pile forming machine, and a trapezoid flange of the concrete equal-width pile between every two adjacent concrete H-shaped piles is matched with trapezoid grooves of the corresponding H-shaped piles on the left and right sides, and a trapezoid groove of the concrete equal-width pile between every two adjacent concrete H-shaped piles is matched with trapezoid flanges of the corresponding H-shaped piles on the left and right sides; and accordingly, a pile wall composed of the multiple concrete H-shaped piles and the concrete equal-width piles between the corresponding H-shaped 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 pile body buckling device, the wide stake used in a kind of foundation engineering and H 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, is not that concrete H stake mutually fastens piling wall with the wide stake of concrete.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of can manufacture wide stake and the H stake buckling device that concrete H pile body and the wide pile body of concrete mutually fasten.
The present invention is achieved through the following technical solutions:
A kind of wide stake and H stake buckling device, including H stake pile-formation machine and wide stake pile-formation machine.
nullH stake pile-formation machine includes following structure: anterior cross bar one、The cross bar two at rear portion and the cross bar three of centre are fixed together、Form a H-shaped framework，Cross bar three middle upper portion is fixed with and is pressed into bar one，Cross bar three middle lower portion is fixed with armstand seven，Armstand seven lower end is fixed with motor one，The lower end of motor one is fixed with gear-box seven，The middle lower end of cross bar one is fixed with armstand one，The lower end of armstand one is fixed with gear-box one，The left end bottom of cross bar one is fixed with armstand two，The lower end of armstand two is fixed with gear-box two，The right-hand member bottom of cross bar one is fixed with armstand three，The lower end of armstand three is fixed with gear-box three，The middle lower end of cross bar two is fixed with armstand four，The lower end of armstand four is fixed with gear-box four，The left end bottom of cross bar two is fixed with armstand five，The lower end of armstand five is fixed with gear-box five，The right-hand member bottom of cross bar two is fixed with armstand six，The lower end of armstand six is fixed with gear-box six；Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, the lower end of gear-box 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 rotary shaft one it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm is fixed on the middle both sides of every rotary shaft one respectively, and the outer end of each fixed arm fixes a peeling knife one respectively；Right-hand member one rotary shaft four of output of gear-box three, the right-hand member of this rotary shaft four fixes a trapezoidal cutting knife；The left back portion of gear-box two and left front portion export a rotary shaft two respectively, and the left end of this each rotary shaft two fixes a triangular knife one respectively；Left part one rotary shaft three of output of gear-box two, the left end of this rotary shaft three fixes a peeling knife two.
Wide stake pile-formation machine includes following structure: 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；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 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 present invention has a following feature:
The present invention can manufacture the piling wall that concrete H pile body mutually fastens with the wide pile body of concrete, 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 front view of H stake pile-formation machine；
Fig. 2 is the rearview of H stake pile-formation machine；
Fig. 3 is the A A direction view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the C C direction view of Fig. 1；
Fig. 6 is the front view of wide stake pile-formation machine；
Fig. 7 is the rearview of wide stake pile-formation machine；
Fig. 8 is the D D view of Fig. 6；
Fig. 9 is the cross-sectional view that wide stake fastens with H stake.
In figure: 1, it is pressed into bar one, 2, motor one, 3, gear-box one, 4, gear-box two, 5, gear-box three, 6, cross bar one, 7, armstand one, 8, rotary shaft one, 9, peeling knife one, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit one, 14, rotary shaft two, 15, triangular knife one, 16, armstand seven, 17, gear-box seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, gear-box four, 23, gear-box five, 24, gear-box six, 25, fixed arm, 26, cross bar three, 27, rotary shaft three, 28, peeling knife two, 29, rotary shaft four, 30, trapezoidal cutting knife；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 H stake pile-formation machine and wide stake pile-formation machine.
H stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；nullConcrete structure is as follows: anterior cross bar 1、The cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together、Form a H-shaped framework，Cross bar three middle upper portion is fixed with and is pressed into bar 1，Cross bar three middle lower portion is fixed with armstand 7 16，Armstand seven lower end is fixed with motor 1，The lower end of motor one is fixed with gear-box 7 17，The middle lower end of cross bar one is fixed with armstand 1，The lower end of armstand one is fixed with gear-box 1，The left end bottom of cross bar one is fixed with armstand 2 10，The lower end of armstand two is fixed with gear-box 24，The right-hand member bottom of cross bar one is fixed with armstand 3 11，The lower end of armstand three is fixed with gear-box 35，The middle lower end of cross bar two is fixed with armstand 4 19，The lower end of armstand four is fixed with gear-box 4 22，The left end bottom of cross bar two is fixed with armstand 5 20，The lower end of armstand five is fixed with gear-box 5 23，The right-hand member bottom of cross bar two is fixed with armstand 6 21，The lower end of armstand six is fixed with gear-box 6 24；Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, the lower end of gear-box 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 rotary shaft 1 it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm 25 is fixed on the middle both sides of every rotary shaft one respectively, and the outer end of each fixed arm fixes a peeling knife 1 respectively；Right-hand member one rotary shaft 4 29 of output of gear-box three, the right-hand member of this rotary shaft four fixes a trapezoidal cutting knife 30；The left back portion of gear-box two and left front portion export a rotary shaft 2 14 respectively, and the left end of this each rotary shaft two fixes a triangular knife one respectively；Left part one rotary shaft 3 27 of output of gear-box two, the left end of this rotary shaft three fixes a peeling knife 2 28.
Peeling knife one in three rotary shafts one of gear-box one output differs certain angle in rotation, is independent of each other mutually in rotation.
Peeling knife one in three rotary shafts one of gear-box four output differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of H stake pile-formation machine is as follows: H stake pile-formation machine is provided with serosity pump, during work, serosity pump is injected separately into water under high pressure to each drill bit one, motor one drives gear-box seven operating, gear-box seven is operated by the rotational driving gear case one of former and later two rotary shafts one, gear-box four in operation process respectively, gear-box one is on-stream to be operated by the rotational driving gear case two of two rotary shafts one in left and right, gear-box three respectively, and gear-box four is on-stream to be operated by the rotational driving gear case five of two rotary shafts one in left and right, gear-box six respectively；Gear-box San Tong method drives rotary shaft four rotation of its right part；Gear-box two drives the rotary shaft two in the left back portion of gear-box two and rotary shaft two synchronous axial system in opposite directions in left front portion in operation process respectively, and gear-box two simultaneously drives rotary shaft three rotation of left part；Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit one to rotate by the drilling rod of its lower end respectively, and the earth of its lower end is cut in rotation by seven drill bits one；Six rotary shafts one drive two fixed arms in each rotary shaft one to drive the peeling knife one peeling knife one in rotary shaft one rotation, each rotary shaft one by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals at these rotary shaft one two ends in rotation in rotation respectively；The rotary shaft four of gear-box three right-hand member drives the trapezoidal cutting knife of right-hand member to rotate in rotation, this trapezoidal cutting knife in rotation by the soil cutting fin in echelon of gear-box three right part；Two rotary shafts two of gear-box two left end drive triangular knife one rotation of rotary shaft two left end in rotation respectively, the rotary shaft three of gear-box two left end drives peeling knife two rotation of left end in rotation, these two triangular knifes one and peeling knife two in rotation by the soil cutting groove in echelon of gear-box two left part；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, is pressed into during bar one is pressed into downwards and forms left front end with trapezoidal groove, right front ends with the H hole of trapezoidal fin, in this H hole casting concrete, form concrete H stake.
Wide stake pile-formation machine includes the structure in Fig. 6, Fig. 7, Fig. 8；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；On the right side of mobile jib 42 lower end, fixation steel plate supports the upper end of 2 33, and 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 wide stake pile-formation machine is as follows: wide 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 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 trapezoidal groove in rotation by left front Rotary-table, left back Rotary-table, and behind right front Rotary-table, the right side, right-hand member is cut into trapezoidal fin in rotation by Rotary-table；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and mobile jib forms left end downwards with trapezoidal groove, right-hand member with the wide rectangular opening of trapezoidal fin during being pressed into, at this casting concrete in wide rectangular opening, form the wide stake of concrete.
The trapezoidal fin of wide stake coincide with the trapezoidal groove of H stake.
The trapezoidal groove of wide stake coincide with the trapezoidal fin of H stake.
The work process that H stake pile-formation machine and wide stake pile-formation machine associated working form fastening piling wall is as follows: in the original position needing pile axis, a concrete H stake is manufactured according to the working method of above-mentioned H stake pile-formation machine with H stake pile-formation machine, distance in one the wide stake in interval of the right side of this H stake manufactures second concrete H stake, so manufacture the wide pilespacing in one, multiple intervals from concrete H stake；When the concrete strength of the H stake on both sides reaches a timing, again in the anterior spacing between the stake of each two H, manufacture a wide stake of concrete with wide stake pile-formation machine according to the working method of above-mentioned wide stake pile-formation machine, make the trapezoidal fin of the wide stake of concrete between each two concrete H stake be fit to the trapezoidal groove of the right and left H stake, the trapezoidal groove of the wide stake of concrete is fit to the trapezoidal fin of the right and left H stake；It is thusly-formed between multiple concrete H stake and the stake of each two H the piling wall that the wide stake of concrete of front portion the most mutually fastens, for gear soil, the antiseep on building basis.
Claims (5)
1. wide stake and a H stake buckling device, including H stake pile-formation machine and wide stake pile-formation machine, it is characterised in that:
nullThe concrete structure of H stake pile-formation machine includes: anterior cross bar one (6)、The cross bar two (18) at rear portion and the cross bar three (26) of centre are fixed together、Form a H-shaped framework，Cross bar three middle upper portion is fixed with and is pressed into bar one (1)，Cross bar three middle lower portion is fixed with armstand seven (16)，Armstand seven lower end is fixed with motor one (2)，The lower end of motor one is fixed with gear-box seven (17)，The middle lower end of cross bar one is fixed with armstand one (7)，The lower end of armstand one is fixed with gear-box one (3)，The left end bottom of cross bar one is fixed with armstand two (10)，The lower end of armstand two is fixed with gear-box two (4)，The right-hand member bottom of cross bar one is fixed with armstand three (11)，The lower end of armstand three is fixed with gear-box three (5)，The middle lower end of cross bar two is fixed with armstand four (19)，The lower end of armstand four is fixed with gear-box four (22)，The left end bottom of cross bar two is fixed with armstand five (20)，The lower end of armstand five is fixed with gear-box five (23)，The right-hand member bottom of cross bar two is fixed with armstand six (21)，The lower end of armstand six is fixed with gear-box six (24)；Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, the lower end of gear-box 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 rotary shaft one (8) it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm (25) is fixed on the middle both sides of every rotary shaft one respectively, and the outer end of each fixed arm fixes a peeling knife (9) respectively；Right-hand member one rotary shaft four (29) of output of gear-box three, the right-hand member of this rotary shaft four fixes a trapezoidal cutting knife (30)；The left back portion of gear-box two and left front portion export a rotary shaft two (14) respectively, and the left end of this each rotary shaft two fixes a triangular knife one respectively；Left part one rotary shaft three (27) of output of gear-box two, the left end of this rotary shaft three fixes a peeling knife two (28)；
The specific works mode of H stake pile-formation machine: during the work of H stake pile-formation machine, serosity pump is injected separately into water under high pressure to each drill bit one, motor one drives gear-box seven operating, gear-box seven is operated by the rotational driving gear case one of former and later two rotary shafts one, gear-box four in operation process respectively, gear-box one is on-stream to be operated by the rotational driving gear case two of two rotary shafts one in left and right, gear-box three respectively, and gear-box four is on-stream to be operated by the rotational driving gear case five of two rotary shafts one in left and right, gear-box six respectively；Gear-box San Tong method drives rotary shaft four rotation of its right part；Gear-box two drives the rotary shaft two in the left back portion of gear-box two and rotary shaft two synchronous axial system in opposite directions in left front portion in operation process respectively, and gear-box two simultaneously drives rotary shaft three rotation of left part；Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit one to rotate by the drilling rod of its lower end respectively, and the earth of its lower end is cut in rotation by seven drill bits one；Six rotary shafts one drive two fixed arms in each rotary shaft one to drive the peeling knife one peeling knife one in rotary shaft one rotation, each rotary shaft one by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals at these rotary shaft one two ends in rotation in rotation respectively；The rotary shaft four of gear-box three right-hand member drives the trapezoidal cutting knife of right-hand member to rotate in rotation, this trapezoidal cutting knife in rotation by the soil cutting fin in echelon of gear-box three right part；Two rotary shafts two of gear-box two left end drive triangular knife one rotation of rotary shaft two left end in rotation respectively, the rotary shaft three of gear-box two left end drives peeling knife two rotation of left end in rotation, these two triangular knifes one and peeling knife two in rotation by the soil cutting groove in echelon of gear-box two left part；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, is pressed into during bar one is pressed into downwards and forms left front end with trapezoidal groove, right front ends with the H hole of trapezoidal fin, in this H hole casting concrete, form concrete H stake；
The concrete structure of wide 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 wide stake pile-formation machine: during the work of wide 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 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 trapezoidal groove in rotation by left front Rotary-table, left back Rotary-table, and behind right front Rotary-table, the right side, right-hand member is cut into trapezoidal fin in rotation by Rotary-table；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, and mobile jib forms left end downwards with trapezoidal groove, right-hand member with the wide rectangular opening of trapezoidal fin during being pressed into, at this casting concrete in wide rectangular opening, form the wide stake of concrete；
H stake pile-formation machine and wide stake pile-formation machine associated working form the work process fastening piling wall: in the original position needing pile axis, a concrete H stake is manufactured according to the working method of above-mentioned H stake pile-formation machine with H stake pile-formation machine, distance in one the wide stake in interval of the right side of this H stake manufactures second concrete H stake, so manufacture the wide pilespacing in one, multiple intervals from concrete H stake；When the concrete strength of the H stake on both sides reaches a timing, again in the anterior spacing between the stake of each two H, manufacture a wide stake of concrete with wide stake pile-formation machine according to the working method of above-mentioned wide stake pile-formation machine, make the trapezoidal fin of the wide stake of concrete between each two concrete H stake be fit to the trapezoidal groove of the right and left H stake, the trapezoidal groove of the wide stake of concrete is fit to the trapezoidal fin of the right and left H stake；It is thusly-formed between multiple concrete H stake and the stake of each two H the piling wall that the wide stake of concrete of front portion the most mutually fastens, for gear soil, the antiseep on building basis.
Wide stake the most according to claim 1 and H stake buckling device, it is characterised in that: the peeling knife in three rotary shafts one of gear-box one output of H stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
Wide stake the most according to claim 1 and H stake buckling device, it is characterised in that: the peeling knife in three rotary shafts one of gear-box four output of H stake pile-formation machine differs certain angle in rotation, is independent of each other mutually in rotation.
Wide stake the most according to claim 1 and H stake buckling device, it is characterised in that: the trapezoidal fin of wide stake coincide with the trapezoidal groove of H stake.
Wide stake the most according to claim 1 and H stake buckling device, it is characterised in that: the trapezoidal groove of wide stake coincide with the trapezoidal fin of H stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254183.9A CN105887836A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and H-shaped pile buckling device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610254183.9A CN105887836A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and H-shaped pile buckling device |
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| CN105887836A true CN105887836A (en) | 2016-08-24 |
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| CN201610254183.9A Withdrawn CN105887836A (en) | 2016-04-23 | 2016-04-23 | Equal-width pile and H-shaped pile buckling device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735297A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and H pile joining device |
| CN105804068A (en) * | 2016-04-23 | 2016-07-27 | 刘兰花 | Aequilatus pile and H pile inserting device |
| CN105821864A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Connection device for equal-width piles and H-shaped piles |
| CN106948397A (en) * | 2017-04-26 | 2017-07-14 | 王晨 | Antiseepage wall equipment |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105735297A (en) * | 2016-04-23 | 2016-07-06 | 刘兰花 | Equal-width pile and H pile joining device |
| CN105804068A (en) * | 2016-04-23 | 2016-07-27 | 刘兰花 | Aequilatus pile and H pile inserting device |
| CN105821864A (en) * | 2016-04-23 | 2016-08-03 | 刘兰花 | Connection device for equal-width piles and H-shaped piles |
| CN106948397A (en) * | 2017-04-26 | 2017-07-14 | 王晨 | Antiseepage wall equipment |
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Application publication date: 20160824 |
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