CN106088043A - Occlusion Y shape stake stake machine - Google Patents
Occlusion Y shape stake stake machine Download PDFInfo
- Publication number
- CN106088043A CN106088043A CN201610526832.6A CN201610526832A CN106088043A CN 106088043 A CN106088043 A CN 106088043A CN 201610526832 A CN201610526832 A CN 201610526832A CN 106088043 A CN106088043 A CN 106088043A
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- CN
- China
- Prior art keywords
- stake
- oval post
- recessed oval
- shape
- fixed
- 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.)
- Pending
Links
- 239000002689 soil Substances 0.000 claims abstract description 39
- 239000004568 cement Substances 0.000 claims abstract description 29
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000004519 manufacturing process Methods 0.000 claims abstract description 8
- 238000005520 cutting process Methods 0.000 claims description 13
- 238000003756 stirring Methods 0.000 claims description 13
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000005553 drilling Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 5
- 238000003786 synthesis reaction Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 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
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008450 motivation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000002194 synthesizing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- 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
- 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
-
- 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
- E02D2200/1664—Shapes polygonal made from multiple elements
-
- 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)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of occlusion Y shape stake stake machine, including Y shape stake pile-formation machine and circle stake pile-formation machine;Manufacture the round pilespacing in one, multiple intervals from and the soil cement Y shape stake of adjacent Y shape stake back to front, 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-hand member on each concrete circular pile left side is fit to the cylindrical of this circle stake left end, the recessed round end making the Y shape stake left end 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 is mutually twisted, gear soil for building basis, antiseep.
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 is mutually stung with circle stake
Close the occlusion Y shape stake stake machine forming Y shape piling wall.
Background technology
Soil cement pile-formation machine be by the multiple drill bit of power drive rotate, multiple drill bits in rotation process by drill bit bottom
Earth cutting with cement mortar stir into cement earth pile, at present, in building foundation engineering for geology reinforce cement earth pile all
It is 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 be mutually twisted formed Y shape piling wall be engaged Y shape stake stake machine.
The present invention is achieved through the following technical solutions:
A kind of Y shape stake with circle stake be mutually twisted formed Y shape piling wall be engaged Y shape stake stake machine, including Y shape stake pile-formation machine and justify stake become
Stake machine.
Y shape stake pile-formation machine includes following structure: fixed motor five shell upper end, mobile jib lower end, motor five lower end defeated
Shaft is fixed with a drill bit one, and mobile jib bottom left rear side is fixed with stull one, and vertical brace one is fixed in the left end bottom of stull one
Upper end, the lower end of vertical brace one is fixed on the centre of motor one shell, and it is recessed that the front end output shaft of motor one is fixed with first half
Oval post one, 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, and the centre of motor two shell is fixed in the lower end of vertical brace two, electronic
The front end output shaft of machine 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, and the front lower portion of stull four is fixed on the upper end of vertical brace four, and the lower end of vertical brace four is solid
Due to the centre of motor four shell, the left end output shaft of motor four is fixed with left half recessed oval post four, the right side of motor four
End output shaft 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 for a pair
One, 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 synthesis one
Recessed oval post two, 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 right
Synthesizing a recessed oval post four, 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, motor six lower end
Output shaft is fixed with drill bit two.
The present invention has a following feature:
The concrete circular pile that the present invention can manufacture between the soil cement Y shape stake that multiple soil cement Y shape stake is adjacent with each two is mutual
The Y shape piling wall of occlusion, 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 are mutually twisted 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, electricity
Motivation 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;Outside mobile jib 1 lower end fixed motor 5 14
Shell upper end, the output shaft of motor five lower end is fixed with a drill bit 1, and mobile jib bottom left rear side is fixed with stull 1, horizontal
The upper end of vertical brace 1 is fixed in the left end bottom of support one, and the centre of motor 1 shell is fixed in the lower end of vertical brace one, electronic
The front end output shaft 11 of machine 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 waist
Cylinder 1;Being fixed with stull 2 13 on rear side of mobile jib lower right, the upper end of vertical brace 23, vertical brace are fixed in the right-hand member bottom of stull two
The centre of motor 27 shell is fixed in the lower end of two, and the front end output shaft 11 of motor two is fixed with first half recessed oval post two
5, 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, stull
The front lower portion of four is fixed on the upper end of vertical brace 4 19, and the centre of motor 4 23 shell is fixed in the lower end of vertical brace four, electronic
The left end output shaft 11 of machine 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 waist
Cylinder 4 25;First half recessed oval post one and later half recessed oval post synthesize a recessed oval post one, the side table of recessed oval post one for a pair
Face 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, recessed oval post
The side surface of two is provided with multiple stirring knife;Left half recessed oval post four and right half recessed oval post four to one recessed oval post four of synthesis,
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, and during work, grouting pump is to the bottom of recessed oval post one, recessed oval post two
Bottom, the bottom of recessed oval post four and the other grout injection of drill bit one lower part, motor five drives its lower end when working
Drill bit one rotates, and drives first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, and motor two works
Time drive first half recessed oval post two and later half recessed oval post two to invert;Left half recessed oval post four and the right side is driven when motor four works
Half recessed oval post four inverts;The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, recessed oval
The soil cutting of its lower end is stirred in rotation by post one, recessed oval post two, recessed oval post four with cement mortar;Recessed oval post one exists
Left back end-grain cutting being cut in rotation and stir into recessed rounded head, right rear end cutting is stirred into recessed nose circle in rotation by recessed oval post two
Head;Front end cutting is stirred into recessed rounded head in rotation by recessed oval post four;Mobile jib forms a left side during being pressed into downwards
Rear end, right rear end and front end are 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 lower end fixed motor 6 32 of drilling rod 2 31
Upper end, 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, motor six to drill bit two
Driving drill bit two to rotate, drill bit two is by the soil cutting of drill bit two lower end in rotary course, and the soil body cut is blended in
In mud, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two forms certain depth during being pressed into
Circular hole, casting concrete in this circular hole, produce concrete circular pile.
The cylindrical of circle stake coincide with the concave arc at two ends, Y shape stake left and right.
The 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, use Y
Shape stake pile-formation machine manufactures a soil cement Y shape stake according to the working method of above-mentioned Y shape stake pile-formation machine, on the right side of this Y shape stake,
Distance every a round stake manufactures the soil cement Y shape stake of a back to front, right side of inverted Y shape stake at this, is spaced one
The distance of circle stake manufactures a soil cement Y shape stake, so manufacture the round pilespacing in one, multiple intervals from and adjacent Y shape stake before and after
The soil cement Y shape stake put, when the soil cement intensity of the soil cement Y shape stake on both sides reaches a timing, then between each two Y shape stake
Spacing in, manufacture a concrete circular pile with circle stake pile-formation machine respectively according to the working method of above-mentioned round stake pile-formation machine, make often
The recessed round end of the Y shape stake right-hand member on the individual concrete circular pile left side is fit to the cylindrical of this circle stake left end, makes each concrete circular pile right
The recessed round end of the Y shape stake left end on limit is fit to the cylindrical of this circle stake right-hand member, is thusly-formed multiple soil cement Y shape stake and each two phase
The Y shape piling wall that the adjacent concrete circular pile between soil cement Y shape stake is mutually twisted, for gear soil, the antiseep on building basis.
Claims (2)
1. an occlusion 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, motor
The output shaft of five lower ends is fixed with a drill bit one (15), and mobile jib bottom left rear side is fixed with stull one (12), a left side for stull one
The upper end of vertical brace one (2) is fixed in end bottom, and the centre of motor one (6) shell, motor one are fixed in the lower end of vertical brace one
Front end output shaft (11) be fixed with first half recessed oval post one (4), the rear end output shaft (11) of motor one is fixed with later half recessed
Oval post one (9);Being fixed with stull two (13) on rear side of mobile jib lower right, vertical brace two (3) is fixed in the right-hand member bottom of stull two
Upper end, the centre of motor two (7) shell is fixed in the lower end of vertical brace two, before the front end output shaft (11) of motor two is fixed with
Half recessed oval post two (5), 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
Having stull four (17), the front lower portion of stull four is fixed on the upper end of vertical brace four (19), and motor is fixed in the lower end of vertical brace four
The centre of four (23) shells, the left end output shaft (11) of motor four is fixed with left half recessed oval post four (21), motor four
Right-hand member output shaft (11) is fixed with right half recessed oval post four (25);First half recessed oval post one and later half recessed oval post synthesize 1 a pair
Individual recessed oval post one, 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
One recessed oval post two of two pairs of synthesis, 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 is to one recessed oval post four of synthesis, and the side surface of recessed oval post four is provided with multiple stirring knife (8);
Described Y shape stake pile-formation machine is also equipped with grouting pump, and during work, grouting pump is to the bottom of recessed oval post one, recessed oval post two
Bottom, the bottom of recessed oval post four and the other grout injection of drill bit one lower part, motor five drives its lower end when working
Drill bit one rotates, and drives first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, and motor two works
Time drive first half recessed oval post two and later half recessed oval post two to invert;Left half recessed oval post four and the right side is driven when motor four works
Half recessed oval post four inverts;The soil cutting of drill bit one lower end is stirred in rotation process by drill bit one with cement mortar, recessed oval
The soil cutting of its lower end is stirred in rotation by post one, recessed oval post two, recessed oval post four with cement mortar;Recessed oval post one exists
Left back end-grain cutting being cut in rotation and stir into recessed rounded head, right rear end cutting is stirred into recessed nose circle in rotation by recessed oval post two
Head;Front end cutting is stirred into recessed rounded head in rotation by recessed oval post four;Mobile jib forms a left side during being pressed into downwards
Rear end, right rear end and front end are 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, motor six
The output shaft of 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, and motor six drives
Drill bit two rotates, and drill bit two is by the soil cutting of drill bit two lower end in rotary course, and the soil body cut is blended in mud
In, water under high pressure constantly injects, and mud constantly flows out to outside hole from hole, and drilling rod two forms the circle of certain depth during being pressed into
Hole, casting concrete in this circular hole, produce concrete circular pile;
The working method that described Y shape stake pile-formation machine manufactures Y shape piling wall with described round stake pile-formation machine is as follows: in the position needing pile
Put, manufacture a soil cement Y shape stake, in this Y shape stake with Y shape stake pile-formation machine according to the working method of above-mentioned Y shape stake pile-formation machine
Right side, be spaced a round stake distance manufacture a back to front soil cement Y shape stake, right side of inverted Y shape stake at this,
Distance every a round stake manufactures a soil cement Y shape stake, so manufacture the round pilespacing in one, multiple intervals from and adjacent Y shape stake
The soil cement Y shape stake of back to front, when the soil cement intensity of the soil cement Y shape stake on both sides reaches a timing, then at each two Y shape
In spacing between Zhuan, manufacture a concrete circular with circle stake pile-formation machine respectively according to the working method of above-mentioned round stake pile-formation machine
Stake, makes the recessed round end of the Y shape stake right-hand member on each concrete circular pile left side be fit to the cylindrical of this circle stake left end, makes each concrete
The recessed round end of the Y shape stake left end on the right of circle stake is fit to the cylindrical of this circle stake right-hand member, is thusly-formed multiple soil cement Y shape stake with every
The Y shape piling wall that concrete circular pile between two adjacent soil cement Y shape stakes is mutually twisted, for building basis gear soil,
Antiseep.
Occlusion Y shape stake stake machine the most according to claim 1, it is characterised in that: the cylindrical of described round stake is left with described Y shape stake
The concave arc at right two ends coincide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610526832.6A CN106088043A (en) | 2016-07-06 | 2016-07-06 | Occlusion Y shape stake stake machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610526832.6A CN106088043A (en) | 2016-07-06 | 2016-07-06 | Occlusion Y shape stake stake machine |
Publications (1)
Publication Number | Publication Date |
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CN106088043A true CN106088043A (en) | 2016-11-09 |
Family
ID=57212532
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610526832.6A Pending CN106088043A (en) | 2016-07-06 | 2016-07-06 | Occlusion Y shape stake stake machine |
Country Status (1)
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1752583A3 (en) * | 2003-02-27 | 2008-04-02 | BAUER Maschinen GmbH | Trench wall cutting apparatus and method for building a diaphragm wall in the ground |
JP2009007808A (en) * | 2007-06-27 | 2009-01-15 | Chiyoda Soiltec Kk | Soil cement column construction apparatus and soil cement column construction method |
CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
CN102888840A (en) * | 2012-11-11 | 2013-01-23 | 张永忠 | Y-shaped agitating pile drilling machine |
CN105696578A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device |
CN105714783A (en) * | 2016-02-18 | 2016-06-29 | 吕文娥 | Arc splicing equipment for Y-shaped piles and rectangular piles |
-
2016
- 2016-07-06 CN CN201610526832.6A patent/CN106088043A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1752583A3 (en) * | 2003-02-27 | 2008-04-02 | BAUER Maschinen GmbH | Trench wall cutting apparatus and method for building a diaphragm wall in the ground |
JP2009007808A (en) * | 2007-06-27 | 2009-01-15 | Chiyoda Soiltec Kk | Soil cement column construction apparatus and soil cement column construction method |
CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
CN102888840A (en) * | 2012-11-11 | 2013-01-23 | 张永忠 | Y-shaped agitating pile drilling machine |
CN105714783A (en) * | 2016-02-18 | 2016-06-29 | 吕文娥 | Arc splicing equipment for Y-shaped piles and rectangular piles |
CN105696578A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device |
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Application publication date: 20161109 |