CN106120734A - A kind of interlocking cut-pff wall - Google Patents
A kind of interlocking cut-pff wall Download PDFInfo
- Publication number
- CN106120734A CN106120734A CN201610484716.2A CN201610484716A CN106120734A CN 106120734 A CN106120734 A CN 106120734A CN 201610484716 A CN201610484716 A CN 201610484716A CN 106120734 A CN106120734 A CN 106120734A
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- China
- Prior art keywords
- pile
- recessed oval
- oval post
- half recessed
- interlocking
- 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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- 239000002689 soil Substances 0.000 claims abstract description 39
- 239000004568 cement Substances 0.000 claims abstract description 27
- 238000004519 manufacturing process Methods 0.000 claims abstract description 18
- 238000003756 stirring Methods 0.000 claims description 30
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 18
- 238000005520 cutting process Methods 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 238000003786 synthesis reaction Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 230000002194 synthesizing effect Effects 0.000 claims 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
- E21B7/001—Drilling a non circular hole
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- 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
A kind of interlocking cut-pff wall, including the interlocking stake pile-formation machine and the cylinder pile pile-formation machine that manufacture cut-pff wall；Manufacture the cut-pff wall that the soil cement interlocking stake mutual circular arc interlocking of the concrete interlocking stake between multiple concrete circular stanchion and adjacent concrete circular stanchion and the soil cement interlocking stake of odd number concrete circular stanchion front portion, even number concrete circular stanchion rear portion is formed, for gear soil, the antiseep on building basis.
Description
Technical field
The present invention relates to a kind of combination pile body, the interlocking stake used in a kind of building foundation engineering and cylinder pile phase
A kind of interlocking cut-pff wall that interlocking is formed mutually.
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 keep off soil, antiseepage cement earth pile all
It is to be formed by multiple concrete cylindricals overlap joint.
Summary of the invention
The invention provides a kind of interlocking cut-pff wall that a kind of interlocking stake is formed with cylinder pile mutual circular arc interlocking.
The present invention is achieved through the following technical solutions:
A kind of interlocking cut-pff wall, including the interlocking stake pile-formation machine and the cylinder pile pile-formation machine that manufacture cut-pff wall.
Interlocking stake pile-formation machine includes following structure: fixed motor three shell upper end, mobile jib one lower end, motor three lower end
Output shaft be fixed with a brill and stir head, mobile jib one lower left side is fixed with support one, and the left end bottom of support one is fixed on
The upper end of support one, the centre of motor one shell is fixed on, before the front end rotary shaft of motor one is fixed with in the lower end of support one
Half recessed oval post one, the rear end thereof axle of motor one is fixed with later half recessed oval post one；It is fixed with on the right side of mobile jib one bottom and props up
Frame two, the right-hand member bottom of support two is fixed on the upper end supporting two, and the centre of motor two shell is fixed in the lower end supporting two,
The front end rotary shaft of motor two is fixed with first half recessed oval post two, and the rear end thereof axle of motor two is fixed with later half recessed oval
Post two；First half recessed oval post one and later half recessed oval post synthesize a recessed oval post one for a pair, the side surface peace of recessed oval post one
Equipped with multiple stirring knife；First half recessed oval post two and later half recessed oval post two to one recessed oval post two of synthesis, recessed oval post two
Side surface is provided with multiple stirring knife.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor four of mobile jib two, motor four lower end
Output shaft be fixed with drill bit.
The present invention has a following feature:
The present invention can manufacture the concrete interlocking stake between multiple concrete circular stanchion and adjacent concrete circular stanchion and strange
The anterior soil cement interlocking stake of several concrete circular stanchions, even number concrete circular stanchion rear portion soil cement interlocking stake round
The cut-pff wall that arc interlocking is formed, 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 front view of interlocking stake pile-formation machine；
Fig. 2 is the rearview of interlocking stake pile-formation machine
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of cylinder pile pile-formation machine；
Fig. 5 is the cross-sectional view of multiple cut-pff wall being mutually combined with cylinder pile by interlocking stake.
In figure: 1, mobile jib one, 2, support one, 3, support 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, rotary shaft, 12,
Frame one, 13, support two, 14, motor three, 15, brill stir head；21, mobile jib two, 22, motor four, 23, drill bit.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes interlocking stake pile-formation machine and cylinder pile pile-formation machine.
Interlocking stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3；Concrete structure is as follows: mobile jib 1 lower end is fixed electronic
Machine 3 14 shell upper end, the output shaft of motor three lower end is fixed with a brill and stirs 15, and mobile jib one lower left side is fixed with
Frame 1, the left end bottom of support one be fixed on support 1 upper end, support one lower end be fixed on motor 1 shell
Centre, the front end rotary shaft 11 of motor one is fixed with first half recessed oval post 1, and the rear end thereof axle 11 of motor one is fixed with
Later half recessed oval post 1；Being fixed with support 2 13 on the right side of mobile jib one bottom, the right-hand member bottom of support two is fixed on and is supported 23
Upper end, the lower end supporting two is fixed on the centre of motor 27 shell, and it is recessed that the front end rotary shaft 11 of motor two is fixed with first half
Oval post 25, the rear end thereof axle of motor two is fixed with later half recessed oval post 2 10；First half recessed oval post one and later half recessed waist
Cylinder synthesizes 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 He
Later half recessed oval post two is to one recessed oval post two of synthesis, and the side surface of recessed oval post two is provided with multiple stirring knife.
Interlocking stake pile-formation machine manufactures the working method of concrete-pile: during work, grouting pump is to recessed oval post one and recessed oval
Position and brill between post two stir a lower end and are injected separately into water under high pressure, and motor three drives the brill of its lower end to stir head to turn when working
Dynamic, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, before driving when motor two works
Half recessed oval post two and later half recessed oval post two invert；Brill stirs head and brill stirs in rotation process the soil cutting of a lower end, front
Half recessed oval post one, later half recessed oval post one and first half recessed oval post two, later half recessed oval post two in rotation by its lower end
Soil cutting；Left end is cut into concave arc head, the recessed waist of first half in rotation by first half recessed oval post one, later half recessed oval post one
Right-hand member is cut into concave arc head in rotation by cylinder two, later half recessed oval post two；The soil body machined away is mixed in mud, high pressure
Water constantly injects, and mud constantly flows out from hole, and mobile jib one forms about one two ends during being pressed into downwards and is respectively provided with
The hole of concave arc head, casting concrete in this hole, form concrete interlocking stake.
Interlocking stake pile-formation machine manufactures the working method of cement earth pile: during work, grouting pump is to recessed oval post one and recessed oval
Position and brill between post two stir a lower end and are injected separately into cement mortar, and motor three drives the brill of its lower end to stir head to turn when working
Dynamic, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, before driving when motor two works
Half recessed oval post two and later half recessed oval post two invert；Bore and stir head and in rotation process, brill is stirred the soil cutting of a lower end stir
Mix, first half recessed oval post one, later half recessed oval post one and first half recessed oval post two, later half recessed oval post two in rotation by it
The soil cutting stirring of lower end；Left end cutting is stirred into recessed circle in rotation by first half recessed oval post one, later half recessed oval post one
Arc head, right-hand member cutting is stirred into concave arc head in rotation by first half recessed oval post two, later half recessed oval post two；Mobile jib one to
Under be pressed into during form about one two ends and be respectively provided with the soil cement interlocking stake of concave arc head.
Cylinder pile pile-formation machine includes the structure in Fig. 4；Concrete structure includes: the lower end fixed motor 4 22 of mobile jib 2 21
Upper end, the output shaft of motor four lower end is fixed with drill bit 23.
The specific works mode of cylinder pile pile-formation machine is: during work, drill bit is injected water under high pressure, motor 4 wheel driven by grouting pump
Dynamic bit, drill bit is by the soil cutting of drill bit lower end in rotary course, and the soil body machined away is mixed in mud, water under high pressure
Constantly injecting, mud constantly flows out to outside hole from hole, and mobile jib two forms the circular hole of certain depth during being pressed into, circle at this
Casting concrete in hole, forms concrete circular stanchion.
The dome arc of cylinder pile coincide with the concave arc at two ends, interlocking stake left and right.
The work process that interlocking stake pile-formation machine manufactures cut-pff wall with cylinder pile pile-formation machine associated working is: needing pile
Position, manufactures first concrete circular stanchion, at this with cylinder pile pile-formation machine according to the working method of above-mentioned cylinder pile pile-formation machine
The right lateral side of cylinder pile, the distance of one the interlocking stake in interval manufacture second concrete circular stanchion, before second cylinder pile right side
Side, the distance of one the interlocking stake in interval manufacture the 3rd concrete circular stanchion, at the 3rd cylinder pile right lateral side, one lock in interval
The distance of pile extension manufactures the 4th concrete circular stanchion, so manufacture one, multiple intervals interlocking pilespacing from concrete cylindrical
Stake, when the concrete strength of the concrete circular stanchion on both sides reach one timing, then in the spacing between each two cylinder pile, use
The working method that interlocking stake pile-formation machine manufactures concrete-pile according to above-mentioned interlocking stake pile-formation machine manufactures a concrete interlocking respectively
Stake, makes the concave arc at two ends, each concrete interlocking stake left and right be fit to the cylindrical of concrete circular stanchion at two ends, left and right respectively；
In the front portion of odd number cylinder pile, interlocking stake pile-formation machine is used to manufacture the working method of cement earth pile according to above-mentioned interlocking stake pile-formation machine
Manufacture a soil cement interlocking stake respectively, make the concave arc of the soil cement interlocking stake rear end of odd number cylinder pile front portion be fit to this
The cylindrical of cylinder pile；At the rear portion of even number cylinder pile, manufacture cement with interlocking stake pile-formation machine according to above-mentioned interlocking stake pile-formation machine
The working method of soil stake manufactures a soil cement interlocking stake respectively, makes the soil cement interlocking stake front end at even number cylinder pile rear portion
Concave arc is fit to the cylindrical of this cylinder pile；It is thusly-formed between multiple concrete circular stanchion and adjacent concrete circular stanchion
Concrete interlocking stake and odd number concrete circular stanchion anterior soil cement interlocking stake, even number concrete circular stanchion rear portion
The cut-pff wall that soil cement interlocking stake mutual circular arc interlocking is formed, for gear soil, the antiseep on building basis.
Claims (2)
1. an interlocking cut-pff wall, including the interlocking stake pile-formation machine and the cylinder pile pile-formation machine that manufacture cut-pff wall；It is characterized in that:
The concrete structure of described interlocking stake pile-formation machine includes: mobile jib one (1) lower end fixed motor three (14) shell upper end, electronic
The output shaft of machine three lower end is fixed with a brill and stirs head (15), and mobile jib one lower left side is fixed with support one (12), support one
The upper end of support one (2) is fixed in left end bottom, and the centre of motor one (6) shell, motor are fixed in the lower end of support one
The front end rotary shaft (11) of one is fixed with first half recessed oval post one (4), and the rear end thereof axle (11) of motor one is fixed with later half
Recessed oval post one (9)；Being fixed with support two (13) on the right side of mobile jib one bottom, support two (3) is fixed in the right-hand member bottom of support two
Upper end, the lower end supporting two is fixed on the centre of motor two (7) shell, and the front end rotary shaft (11) of motor two is fixed with
First half recessed oval post two (5), the rear end thereof axle of motor two is fixed with later half recessed oval post two (10)；First half recessed oval post one
Synthesizing a recessed oval post one for a pair with later half recessed oval post, 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
Cutter；
Described interlocking stake pile-formation machine manufactures the working method of concrete-pile: during work, grouting pump is to recessed oval post one and recessed oval
Position and brill between post two stir a lower end and are injected separately into water under high pressure, and motor three drives the brill of its lower end to stir head to turn when working
Dynamic, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, before driving when motor two works
Half recessed oval post two and later half recessed oval post two invert；Brill stirs head and brill stirs in rotation process the soil cutting of a lower end, front
Half recessed oval post one, later half recessed oval post one and first half recessed oval post two, later half recessed oval post two in rotation by its lower end
Soil cutting；Left end is cut into concave arc head, the recessed waist of first half in rotation by first half recessed oval post one, later half recessed oval post one
Right-hand member is cut into concave arc head in rotation by cylinder two, later half recessed oval post two；The soil body machined away is mixed in mud, high pressure
Water constantly injects, and mud constantly flows out from hole, and mobile jib one forms about one two ends during being pressed into downwards and is respectively provided with
The hole of concave arc head, casting concrete in this hole, form concrete interlocking stake；
Described interlocking stake pile-formation machine manufactures the working method of cement earth pile: during work, grouting pump is to recessed oval post one and recessed oval
Position and brill between post two stir a lower end and are injected separately into cement mortar, and motor three drives the brill of its lower end to stir head to turn when working
Dynamic, drive first half recessed oval post one and the rotating forward of later half recessed oval post one when motor one works, before driving when motor two works
Half recessed oval post two and later half recessed oval post two invert；Bore and stir head and in rotation process, brill is stirred the soil cutting of a lower end stir
Mix, first half recessed oval post one, later half recessed oval post one and first half recessed oval post two, later half recessed oval post two in rotation by it
The soil cutting stirring of lower end；Left end cutting is stirred into recessed circle in rotation by first half recessed oval post one, later half recessed oval post one
Arc head, right-hand member cutting is stirred into concave arc head in rotation by first half recessed oval post two, later half recessed oval post two；Mobile jib one to
Under be pressed into during form about one two ends and be respectively provided with the soil cement interlocking stake of concave arc head；
Described cylinder pile pile-formation machine concrete structure includes: the upper end of the lower end fixed motor 4 22 of mobile jib 2 21, motor four
The output shaft of lower end is fixed with drill bit 23；
The specific works mode of described cylinder pile pile-formation machine is: during work, drill bit is injected water under high pressure, motor 4 wheel driven by grouting pump
Dynamic bit, drill bit is by the soil cutting of drill bit lower end in rotary course, and the soil body machined away is mixed in mud, water under high pressure
Constantly injecting, mud constantly flows out to outside hole from hole, and mobile jib two forms the circular hole of certain depth during being pressed into, circle at this
Casting concrete in hole, forms concrete circular stanchion；
The work process that described interlocking stake pile-formation machine manufactures broken line cut-pff wall with described cylinder pile pile-formation machine associated working is: needing
Want the position of pile, manufacture first concrete cylindrical with cylinder pile pile-formation machine according to the working method of above-mentioned cylinder pile pile-formation machine
Stake, manufactures second concrete circular stanchion, at second cylinder in the right lateral side of this cylinder pile, the distance of one the interlocking stake in interval
Stake forward right side, the distance of one the interlocking stake in interval manufacture the 3rd concrete circular stanchion, at the 3rd cylinder pile right lateral side, interval
The distance of one interlocking stake manufactures the 4th concrete circular stanchion, so manufacture one, multiple intervals interlocking pilespacing from concrete
Cylinder pile, when the concrete strength of the concrete circular stanchion on both sides reaches a timing, then the spacing between each two cylinder pile
In, with interlocking stake pile-formation machine according to above-mentioned interlocking stake pile-formation machine manufacture concrete-pile working method manufacture a concrete respectively
Interlocking stake, makes the concave arc at two ends, each concrete interlocking stake left and right be fit to respectively outside the concrete circular stanchion at two ends, left and right
Circle；In the front portion of odd number cylinder pile, interlocking stake pile-formation machine is used to manufacture the work of cement earth pile according to above-mentioned interlocking stake pile-formation machine
Mode manufactures a soil cement interlocking stake respectively, makes the concave arc of the soil cement interlocking stake rear end of odd number cylinder pile front portion coincide
Cylindrical in this cylinder pile；At the rear portion of even number cylinder pile, manufacture according to above-mentioned interlocking stake pile-formation machine with interlocking stake pile-formation machine
The working method of cement earth pile manufactures a soil cement interlocking stake respectively, before making the soil cement interlocking stake at even number cylinder pile rear portion
The concave arc of end is fit to the cylindrical of this cylinder pile；Be thusly-formed multiple concrete circular stanchion and adjacent concrete circular stanchion it
Between concrete interlocking stake and the anterior soil cement interlocking stake of odd number concrete circular stanchion, even number concrete circular stanchion after
The cut-pff wall that the soil cement interlocking stake mutual circular arc interlocking in portion is formed, for gear soil, the antiseep on building basis.
A kind of interlocking cut-pff wall the most according to claim 1, it is characterised in that: the dome arc of described cylinder pile and described lock
The concave arc of pile extension coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610484716.2A CN106120734A (en) | 2016-06-29 | 2016-06-29 | A kind of interlocking cut-pff wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610484716.2A CN106120734A (en) | 2016-06-29 | 2016-06-29 | A kind of interlocking cut-pff wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106120734A true CN106120734A (en) | 2016-11-16 |
Family
ID=57267007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610484716.2A Pending CN106120734A (en) | 2016-06-29 | 2016-06-29 | A kind of interlocking cut-pff wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN106120734A (en) |
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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular 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 |
-
2016
- 2016-06-29 CN CN201610484716.2A patent/CN106120734A/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 |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105696578A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
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Application publication date: 20161116 |
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