CN106087972A - One plugs together broken line cut-pff wall - Google Patents
One plugs together broken line cut-pff wall Download PDFInfo
- Publication number
- CN106087972A CN106087972A CN201610484711.XA CN201610484711A CN106087972A CN 106087972 A CN106087972 A CN 106087972A CN 201610484711 A CN201610484711 A CN 201610484711A CN 106087972 A CN106087972 A CN 106087972A
- Authority
- CN
- China
- Prior art keywords
- pile
- soil cement
- oval post
- recessed oval
- cylinder pile
- 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 70
- 239000004568 cement Substances 0.000 claims abstract description 61
- 238000004519 manufacturing process Methods 0.000 claims abstract description 18
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 9
- 238000003756 stirring Methods 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 15
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 5
- 238000003786 synthesis reaction Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- 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
- 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)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
One plugs together broken line cut-pff wall, including manufacture broken line cut-pff wall plug together a pile-formation machine and cylinder pile pile-formation machine;Manufacture the soil cement between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and plug together that the anterior soil cement of stake and odd number soil cement cylinder pile plugs together stake, the soil cement at even number soil cement cylinder pile rear portion plugs together the mutual circular arc of stake and plugs together the broken line cut-pff wall of formation, for gear soil, the antiseep on building basis.
Description
Technical field
The present invention relates to a kind of combination pile body, use in a kind of building foundation engineering plugs together stake and cylinder pile phase
The one plugging together formation mutually plugs together broken line cut-pff 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 keep off soil, antiseepage 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 stake and mutual circular arc of cylinder pile of plugging together to plug together the one of formation and plug together broken line cut-pff wall.
The present invention is achieved through the following technical solutions:
One plugs together broken line cut-pff wall, including manufacture broken line cut-pff wall plug together a pile-formation machine and cylinder pile pile-formation machine.
Plug together a pile-formation machine and include 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 soil cement between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and plug together stake and strange
The anterior soil cement of several soil cement cylinder piles plugs together stake, that the soil cement at even number soil cement cylinder pile rear portion plugs together stake is round
Arc plugs together the broken line cut-pff wall of formation, 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 plugging together a pile-formation machine;
Fig. 2 is the rearview plugging together a 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 multiple by the cross-sectional view plugging together the broken line cut-pff wall that stake is mutually combined with cylinder pile.
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 plugging together a pile-formation machine and cylinder pile pile-formation machine.
Plug together the structure that a pile-formation machine includes 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.
The working method plugging together a pile-formation machine is: during work, grouting pump is to the portion between recessed oval post one and recessed oval post two
Position and brill stir a lower end and are injected separately into cement mortar, and motor three drives the brill of its lower end to stir head and rotates when working, motor one
Drive first half recessed oval post one and later half recessed oval post one to rotate forward during work, when motor two works, drive first half recessed oval post two
Invert with later half recessed oval post two;Bore and stir head in rotation process, brill is stirred the soil cutting of a lower end, first half recessed oval post one,
The soil cutting of its lower end is stirred in rotation by later half recessed oval post one and first half recessed oval post two, later half recessed oval post two
Mix;Left end cutting is stirred into concave arc head in rotation by first half recessed oval post one, later half recessed oval post one, first half recessed oval post
Two, right-hand member cutting is stirred into concave arc head in rotation by later half recessed oval post two;Mobile jib one is formed during being pressed into downwards
The soil cement that about one two ends are respectively provided with concave arc head plugs together stake.
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 cement mortar, motor 4 wheel driven by grouting pump
Dynamic bit, the soil cutting of drill bit lower end is stirred in rotary course by drill bit, and mobile jib two forms water during being pressed into
Earth cylinder pile.
The dome arc of cylinder pile with plug together about the concave arc at two ends coincide.
Plugging together a pile-formation machine with the work process of cylinder pile pile-formation machine associated working manufacture broken line cut-pff wall is: become at needs
The position of stake, manufactures first soil cement cylinder pile with cylinder pile pile-formation machine according to the working method of above-mentioned cylinder pile pile-formation machine,
The distance plugging together stake at the right lateral side of this cylinder pile, one, interval manufactures second soil cement cylinder pile, at second cylinder pile
Forward right side, one distance plugging together stake in interval manufacture the 3rd soil cement cylinder pile, at the 3rd cylinder pile right lateral side, interval one
The individual distance plugging together stake manufactures the 4th soil cement cylinder pile, so manufacture one, multiple intervals plug together pilespacing from soil cement circle
Stanchion, when the soil cement intensity of the soil cement cylinder pile on both sides reach one timing, then in the spacing between each two cylinder pile,
Manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine plug together stake with plugging together a pile-formation machine, make each water
Earth plug together about the concave arc at two ends be fit to the cylindrical of soil cement cylinder pile at two ends, left and right respectively;At odd number cylinder
The front portion of stake, manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine and plug together with plugging together a pile-formation machine
Stake, the concave arc making the soil cement of odd number cylinder pile front portion plug together a rear end is fit to the cylindrical of this cylinder pile;At even number
The rear portion of cylinder pile, manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine and insert with plugging together a pile-formation machine
Closing stake, the concave arc making the soil cement at even number cylinder pile rear portion plug together a front end is fit to the cylindrical of this cylinder pile;So shape
The soil cement between multiple soil cement cylinder pile and adjacent soil cement cylinder pile is become to plug together stake and odd number soil cement cylinder
The soil cement of stake front portion plugs together stake, the soil cement at even number soil cement cylinder pile rear portion plugs together the mutual circular arc of stake and plugs together the folding of formation
Line cut-pff wall, for gear soil, the antiseep on building basis.
Claims (2)
1. plug together a broken line cut-pff wall, including manufacture broken line cut-pff wall plug together a pile-formation machine and cylinder pile pile-formation machine;It is special
Levy and be:
The described concrete structure plugging together a 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 plug together a pile-formation machine working method be: during work, grouting pump is to the portion between recessed oval post one and recessed oval post two
Position and brill stir a lower end and are injected separately into cement mortar, and motor three drives the brill of its lower end to stir head and rotates when working, motor one
Drive first half recessed oval post one and later half recessed oval post one to rotate forward during work, when motor two works, drive first half recessed oval post two
Invert with later half recessed oval post two;Bore and stir head in rotation process, brill is stirred the soil cutting of a lower end, first half recessed oval post one,
The soil cutting of its lower end is stirred in rotation by later half recessed oval post one and first half recessed oval post two, later half recessed oval post two
Mix;Left end cutting is stirred into concave arc head in rotation by first half recessed oval post one, later half recessed oval post one, first half recessed oval post
Two, right-hand member cutting is stirred into concave arc head in rotation by later half recessed oval post two;Mobile jib one is formed during being pressed into downwards
The soil cement that about one two ends are respectively provided with concave arc head plugs together stake;
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 cement mortar, motor 4 wheel driven by grouting pump
Dynamic bit, the soil cutting of drill bit lower end is stirred in rotary course by drill bit, and mobile jib two forms water during being pressed into
Earth cylinder pile;
Described plug together a pile-formation machine and described cylinder pile pile-formation machine associated working and manufacture the work process of broken line cut-pff wall be: needing
Want the position of pile, manufacture first soil cement cylinder with cylinder pile pile-formation machine according to the working method of above-mentioned cylinder pile pile-formation machine
Stake, the distance plugging together stake at the right lateral side of this cylinder pile, one, interval manufactures second soil cement cylinder pile, at second cylinder
Stake forward right side, one distance plugging together stake in interval manufacture the 3rd soil cement cylinder pile, at the 3rd cylinder pile right lateral side, interval
One distance plugging together stake manufactures the 4th soil cement cylinder pile, so manufacture one, multiple intervals plug together pilespacing from soil cement
Cylinder pile, when the soil cement intensity of the soil cement cylinder pile on both sides reaches a timing, then the spacing between each two cylinder pile
In, manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine and plug together stake with plugging together a pile-formation machine, make every
Individual soil cement plug together about the concave arc at two ends be fit to the cylindrical of soil cement cylinder pile at two ends, left and right respectively;At odd number
The front portion of cylinder pile, manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine and insert with plugging together a pile-formation machine
Closing stake, the concave arc making the soil cement of odd number cylinder pile front portion plug together a rear end is fit to the cylindrical of this cylinder pile;At even number
The rear portion of individual cylinder pile, manufacture a soil cement respectively according to the above-mentioned working method plugging together a pile-formation machine with plugging together a pile-formation machine
Plugging together stake, the concave arc making the soil cement at even number cylinder pile rear portion plug together a front end is fit to the cylindrical of this cylinder pile;So
Form the soil cement between multiple soil cement cylinder pile and adjacent soil cement cylinder pile and plug together stake and odd number soil cement circle
The soil cement of stanchion front portion plugs together stake, the soil cement at even number soil cement cylinder pile rear portion plugs together the mutual circular arc of stake and plugs together formation
Broken line cut-pff wall, for gear soil, the antiseep on building basis.
One the most according to claim 1 plugs together broken line cut-pff wall, it is characterised in that: the dome arc of described cylinder pile and institute
State plug together stake concave arc coincide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610484711.XA CN106087972A (en) | 2016-06-29 | 2016-06-29 | One plugs together broken line cut-pff wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610484711.XA CN106087972A (en) | 2016-06-29 | 2016-06-29 | One plugs together broken line cut-pff wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106087972A true CN106087972A (en) | 2016-11-09 |
Family
ID=57214314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610484711.XA Pending CN106087972A (en) | 2016-06-29 | 2016-06-29 | One plugs together broken line cut-pff wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106087972A (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 |
CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
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 CN201610484711.XA patent/CN106087972A/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 |
CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106087972A (en) | One plugs together broken line cut-pff wall | |
CN106088028A (en) | One plugs together broken line barricade | |
CN106088042A (en) | Snap-in Y shape stake stake machine | |
CN105862851A (en) | Inserted pile wall | |
CN106049444A (en) | Extension type broken-line impervious wall | |
CN106088027A (en) | A kind of sealed broken line cut-pff wall | |
CN106120734A (en) | A kind of interlocking cut-pff wall | |
CN106120735A (en) | A kind of snapping broken line barricade | |
CN105951795A (en) | Insertion pile wall | |
CN106013076A (en) | Inserted connection broken line retaining wall | |
CN106013077A (en) | Locked broken line retaining wall | |
CN105951794A (en) | Locking fold line retaining wall | |
CN106088038A (en) | Grafting T-shaped stake manufactures equipment | |
CN106088043A (en) | Occlusion Y shape stake stake machine | |
CN106013075A (en) | Inserted and buckled broken line cutoff wall | |
CN105908732A (en) | Inserted and buckled fold line retaining wall | |
CN106088039A (en) | Circular arc fastens X gear stake and manufactures device | |
CN105862852A (en) | Buckling pile wall | |
CN106120740A (en) | Eye-splice Y shape stake stake machine | |
CN105862850A (en) | Insert-fastened pile wall | |
CN106088013A (en) | The X stake of a kind of joint | |
CN106120738A (en) | Snapping T-shaped stake manufactures machinery | |
CN106013117A (en) | Buckled connection broken line cutoff wall | |
CN106013108A (en) | Inserting L-shaped foundation pile | |
CN105970936A (en) | Inserted-combination T bearing pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161109 |