CN105908735A - Insertion type Y-shaped pile machine - Google Patents
Insertion type Y-shaped pile machine Download PDFInfo
- Publication number
- CN105908735A CN105908735A CN201610526823.7A CN201610526823A CN105908735A CN 105908735 A CN105908735 A CN 105908735A CN 201610526823 A CN201610526823 A CN 201610526823A CN 105908735 A CN105908735 A CN 105908735A
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- China
- Prior art keywords
- oval post
- recessed oval
- pile
- stake
- motor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 230000037431 insertion Effects 0.000 title abstract 4
- 238000003780 insertion Methods 0.000 title abstract 4
- 239000002689 soil Substances 0.000 claims abstract description 37
- 239000004568 cement Substances 0.000 claims description 22
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 238000005553 drilling Methods 0.000 claims description 6
- 238000003786 synthesis reaction Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000014759 maintenance of location Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides an insertion type Y-shaped pile machine. The insertion type Y-shaped pile machine comprises a Y-shaped pile forming machine and a round pile forming machine. A plurality of Y-shaped cemented soil piles which are spaced from one another by the distance of one round pile are manufactured; when the cemented soil strength of the Y-shaped cemented soil piles on the two sides reaches a certain value, one round concrete pile is manufactured in the space between every two Y-shaped piles by means of the round pile forming machine according to the operating mode of the round pile forming machine, so that the concave round head of the rear right end of the Y-shaped pile on the left side of each round concrete pile is made to be matched with the outer circle of the left end of the round pile, and the concave round head of the rear left end of the Y-shaped pile on the right side of each round concrete pile is made to be matched with the outer circle of the right end of the round pile; and in this way, a Y-shaped pile wall which is formed through mutual insertion of the multiple Y-shaped cemented soil piles and the round concrete piles between every two adjacent Y-shaped cemented soil piles is obtained, and the Y-shaped pile wall is used for soil retention and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of pile-formation machine, the Y shape stake used in a kind of building foundation engineering and circle stake mutually plug together form Y shape piling wall plug together Y shape stake stake machine.
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, the cement earth pile reinforced for geology in building foundation engineering is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of Y shape stake with circle stake mutually plug together formed Y shape piling wall plug together Y shape stake stake machine.
The present invention is achieved through the following technical solutions:
A kind of Y shape stake with circle stake mutually plug together formed Y shape piling wall plug together Y shape stake stake machine, including Y shape stake pile-formation machine and circle stake pile-formation machine.
Y shape stake pile-formation machine includes following structure: fixed motor five shell upper end, mobile jib lower end, the output shaft of motor five lower end is fixed with a drill bit one, mobile jib bottom left rear side is fixed with stull one, the upper end of vertical brace one is fixed in the left end bottom of stull one, the centre of motor one shell is fixed in the lower end of vertical brace one, the front end output shaft of motor one is fixed with first half recessed oval post one, and the rear end output shaft of motor one is fixed with later half recessed oval post one；Stull two it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace two is fixed in the right-hand member bottom of stull two, the centre of motor two shell is fixed in the lower end of vertical brace two, the front end output shaft of motor two is fixed with first half recessed oval post two, and the rear end output shaft of motor two is fixed with later half recessed oval post two；Mobile jib lower front side is fixed with stull four, the front lower portion of stull four is fixed on the upper end of vertical brace four, the centre of motor four shell is fixed in the lower end of vertical brace four, and the left end output shaft of motor four is fixed with left half recessed oval post four, and the right-hand member output shaft of motor four is fixed with right half recessed oval post four；First half recessed oval post one and later half recessed oval post synthesize a recessed oval post one for a pair, and the side surface of recessed oval post one is provided with multiple stirring knife；First half recessed oval post two and later half recessed oval post two are to one recessed oval post two of synthesis, and the side surface of recessed oval post two is provided with multiple stirring knife；Left half recessed oval post four and right half recessed oval post four are to one recessed oval post four of synthesis, and the side surface of recessed oval post four is provided with multiple stirring knife.
Circle stake pile-formation machine includes following structure: the upper end of the lower end fixed motor six of drilling rod two, the output shaft of motor six lower end is fixed with drill bit two.
The present invention has a following feature:
The present invention can manufacture the Y shape piling wall that the concrete circular pile between the soil cement Y shape stake that multiple soil cement Y shape stake is adjacent with each two mutually plugs together, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the left front view of Y shape stake pile-formation machine；
Fig. 2 is the right front view of Y shape stake pile-formation machine；
Fig. 3 is the rearview of Y shape stake pile-formation machine；
Fig. 4 is the A A view of Fig. 1；
Fig. 5 is the B B view of Fig. 1；
Fig. 6 is the structural representation of circle stake pile-formation machine；
Fig. 7 is multiple cross-sectional views being connected pile body that Y shape stake and circle stake mutually plug together formation.
In figure: 1, mobile jib, 2, vertical brace one, 3, vertical brace two, 4, first half recessed oval post one, 5, first half recessed oval post two, 6, motor one, 7, motor two, 8, stirring knife, 9, later half recessed oval post one, 10, later half recessed oval post two, 11, output shaft, 12, stull one, 13, stull two, 14, motor five, 15, drill bit one, 17, stull four, 19, vertical brace four, 21, left half recessed oval post four, 23, motor four, 25, right half recessed oval post four；31, drilling rod two, 32, motor six, 33, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes Y shape stake pile-formation machine and circle stake pile-formation machine.
Y shape stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5；Fixed motor 5 14 shell upper end, mobile jib 1 lower end, the output shaft of motor five lower end is fixed with a drill bit 1, mobile jib bottom left rear side is fixed with stull 1, the upper end of vertical brace 1 is fixed in the left end bottom of stull one, the centre of motor 1 shell is fixed in the lower end of vertical brace one, the front end output shaft 11 of motor one is fixed with first half recessed oval post 1, and the rear end output shaft 11 of motor one is fixed with later half recessed oval post 1；Stull 2 13 it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace 23 is fixed in the right-hand member bottom of stull two, the centre of motor 27 shell is fixed in the lower end of vertical brace two, the front end output shaft 11 of motor two is fixed with first half recessed oval post 25, and the rear end output shaft of motor two is fixed with later half recessed oval post 2 10；Mobile jib lower front side is fixed with stull 4 17, the front lower portion of stull four is fixed on the upper end of vertical brace 4 19, the centre of motor 4 23 shell is fixed in the lower end of vertical brace four, the left end output shaft 11 of motor four is fixed with left half recessed oval post 4 21, and the right-hand member output shaft 11 of motor four is fixed with right half recessed oval post 4 25；First half recessed oval post one and later half recessed oval post synthesize a recessed oval post one for a pair, and the side surface of recessed oval post one is provided with multiple stirring knife 8；First half recessed oval post two and later half recessed oval post two are to one recessed oval post two of synthesis, and the side surface of recessed oval post two is provided with multiple stirring knife；Left half recessed oval post four and right half recessed oval post four are to one recessed oval post four of synthesis, and the side surface of recessed oval post four is provided with multiple stirring knife 8.
Y shape stake pile-formation machine is also equipped with grouting pump, grouting pump bottom, the bottom of recessed oval post two, the bottom of recessed oval post four and the other grout injection of drill bit one lower part to recessed oval post one during work, motor five drives drill bit one rotation of its lower end when working, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, when motor two works, drive first half recessed oval post two and the reversion of later half recessed oval post two；Left half recessed oval post four and right half recessed oval post four reversion is driven when motor four works；The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, and the soil cutting of its lower end is stirred in rotation by recessed oval post one, recessed oval post two, recessed oval post four with cement mortar；Left back end-grain cutting is cut in rotation and is stirred into recessed rounded head by recessed oval post one, and right rear end cutting is stirred into recessed rounded head in rotation by recessed oval post two；Front end cutting is stirred into recessed rounded head in rotation by recessed oval post four；Mobile jib forms a left back end, right rear end and front end during being pressed into downwards and is respectively provided with the soil cement Y shape stake of recessed rounded head.
Circle stake pile-formation machine includes the structure in Fig. 6；Concrete structure is as follows: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, and the output shaft of motor six lower end is fixed with drill bit 2 33.
The specific works mode of circle stake pile-formation machine is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, motor six drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit two lower end, the soil body cut is blended in mud, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two forms the circular hole of certain depth during being pressed into, casting concrete in this circular hole, produces concrete circular pile.
The cylindrical of circle stake coincide with the concave arc of the concave arc of the left back end of Y shape stake and right rear end.
nullThe working method that Y shape stake pile-formation machine manufactures Y shape piling wall with circle stake pile-formation machine is as follows: in the position needing pile，A soil cement Y shape stake is manufactured according to the working method of above-mentioned Y shape stake pile-formation machine with Y shape stake pile-formation machine，Right side in this Y shape stake，The distance being spaced a round stake manufactures another soil cement Y shape stake，So word order manufacture the round pilespacing in one, multiple intervals from soil cement Y shape stake，When the soil cement intensity of the soil cement Y shape stake on both sides reaches a timing，Again in the spacing between each two Y shape stake、A concrete circular pile is manufactured respectively according to the working method of above-mentioned round stake pile-formation machine with circle stake pile-formation machine，The recessed round end making the Y shape stake right rear end on each concrete circular pile left side is fit to the cylindrical of this circle stake left end，The recessed round end making the left back end of Y shape stake on the right of each concrete circular pile is fit to the cylindrical of this circle stake right-hand member，The Y shape piling wall that the concrete circular pile being thusly-formed between the soil cement Y shape stake that multiple soil cement Y shape stake is adjacent with each two mutually plugs together，Gear soil for building basis、Antiseep.
Claims (2)
1. plug together a Y shape stake stake machine, including Y shape stake pile-formation machine and circle stake pile-formation machine, it is characterised in that:
The concrete structure of described Y shape stake pile-formation machine includes: fixed motor five (14) shell upper end, mobile jib (1) lower end, the output shaft of motor five lower end is fixed with a drill bit one (15), mobile jib bottom left rear side is fixed with stull one (12), the upper end of vertical brace one (2) is fixed in the left end bottom of stull one, the centre of motor one (6) shell is fixed in the lower end of vertical brace one, the front end output shaft (11) of motor one is fixed with first half recessed oval post one (4), and the rear end output shaft (11) of motor one is fixed with later half recessed oval post one (9)；Stull two (13) it is fixed with on rear side of mobile jib lower right, the upper end of vertical brace two (3) is fixed in the right-hand member bottom of stull two, the centre of motor two (7) shell is fixed in the lower end of vertical brace two, the front end output shaft (11) of motor two is fixed with first half recessed oval post two (5), and the rear end output shaft of motor two is fixed with later half recessed oval post two (10)；Mobile jib lower front side is fixed with stull four (17), the front lower portion of stull four is fixed on the upper end of vertical brace four (19), the centre of motor four (23) shell is fixed in the lower end of vertical brace four, the left end output shaft (11) of motor four is fixed with left half recessed oval post four (21), and the right-hand member output shaft (11) of motor four is fixed with right half recessed oval post four (25)；First half recessed oval post one and later half recessed oval post synthesize a recessed oval post one for a pair, and the side surface of recessed oval post one is provided with multiple stirring knife (8)；First half recessed oval post two and later half recessed oval post two are to one recessed oval post two of synthesis, and the side surface of recessed oval post two is provided with multiple stirring knife；Left half recessed oval post four and right half recessed oval post four are to one recessed oval post four of synthesis, and the side surface of recessed oval post four is provided with multiple stirring knife (8)；
Y shape stake pile-formation machine is also equipped with grouting pump, grouting pump bottom, the bottom of recessed oval post two, the bottom of recessed oval post four and the other grout injection of drill bit one lower part to recessed oval post one during work, motor five drives drill bit one rotation of its lower end when working, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, when motor two works, drive first half recessed oval post two and the reversion of later half recessed oval post two；Left half recessed oval post four and right half recessed oval post four reversion is driven when motor four works；The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, and the soil cutting of its lower end is stirred in rotation by recessed oval post one, recessed oval post two, recessed oval post four with cement mortar；Left back end-grain cutting is cut in rotation and is stirred into recessed rounded head by recessed oval post one, and right rear end cutting is stirred into recessed rounded head in rotation by recessed oval post two；Front end cutting is stirred into recessed rounded head in rotation by recessed oval post four；Mobile jib forms a left back end, right rear end and front end during being pressed into downwards and is respectively provided with the soil cement Y shape stake of recessed rounded head；
The concrete structure of described round stake pile-formation machine includes: the upper end of the lower end fixed motor 6 32 of drilling rod 2 31, and the output shaft of motor six lower end is fixed with drill bit 2 33；
The specific works mode of described round stake pile-formation machine: during work, grouting pump irrigates water under high pressure to drill bit two, motor six drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit two lower end, the soil body cut is blended in mud, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two forms the circular hole of certain depth during being pressed into, casting concrete in this circular hole, produces concrete circular pile；
nullDescribed Y shape stake pile-formation machine manufactures the working method of Y shape piling wall with described round stake pile-formation machine: in the position needing pile，A soil cement Y shape stake is manufactured according to the working method of above-mentioned Y shape stake pile-formation machine with Y shape stake pile-formation machine，Right side in this Y shape stake，The distance being spaced a round stake manufactures another soil cement Y shape stake，So word order manufacture the round pilespacing in one, multiple intervals from soil cement Y shape stake，When the soil cement intensity of the soil cement Y shape stake on both sides reaches a timing，Again in the spacing between each two Y shape stake、A concrete circular pile is manufactured respectively according to the working method of above-mentioned round stake pile-formation machine with circle stake pile-formation machine，The recessed round end making the Y shape stake right rear end on each concrete circular pile left side is fit to the cylindrical of this circle stake left end，The recessed round end making the left back end of Y shape stake on the right of each concrete circular pile is fit to the cylindrical of this circle stake right-hand member，The Y shape piling wall that the concrete circular pile being thusly-formed between the soil cement Y shape stake that multiple soil cement Y shape stake is adjacent with each two mutually plugs together，Gear soil for building basis、Antiseep.
The most according to claim 1 plug together Y shape stake stake machine, it is characterised in that: the cylindrical of described round stake coincide with the concave arc of the described left back end of Y shape stake and the concave arc of right rear end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610526823.7A CN105908735A (en) | 2016-07-06 | 2016-07-06 | Insertion type Y-shaped pile machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610526823.7A CN105908735A (en) | 2016-07-06 | 2016-07-06 | Insertion type Y-shaped pile machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105908735A true CN105908735A (en) | 2016-08-31 |
Family
ID=56754559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610526823.7A Withdrawn CN105908735A (en) | 2016-07-06 | 2016-07-06 | Insertion type Y-shaped pile machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105908735A (en) |
-
2016
- 2016-07-06 CN CN201610526823.7A patent/CN105908735A/en not_active Withdrawn
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160831 |
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| WW01 | Invention patent application withdrawn after publication |