CN106013074A - TRD-method wall forming machine - Google Patents
TRD-method wall forming machine Download PDFInfo
- Publication number
- CN106013074A CN106013074A CN201610468522.3A CN201610468522A CN106013074A CN 106013074 A CN106013074 A CN 106013074A CN 201610468522 A CN201610468522 A CN 201610468522A CN 106013074 A CN106013074 A CN 106013074A
- Authority
- CN
- China
- Prior art keywords
- handed
- moving axis
- dextrorotation
- cutter
- gear
- 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.)
- Withdrawn
Links
- 238000000034 method Methods 0.000 title abstract description 3
- 238000012407 engineering method Methods 0.000 claims description 12
- 238000005520 cutting process Methods 0.000 claims description 11
- 239000011083 cement mortar Substances 0.000 claims description 7
- 238000009826 distribution Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 5
- 238000013019 agitation Methods 0.000 claims description 2
- 239000004568 cement Substances 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002360 preparation method Methods 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- 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
-
- 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)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Geology (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Provided is a TRD-method wall forming machine. A motor is arranged on the upper portion of a guide frame; a driving gear is arranged on an output shaft of the lower end of the motor and is backwards engaged with a left-handed gear through a driven gear; the driving gear is forwards engaged with a right-handed gear; the lower end of the right-handed gear is fixedly provided with a right-handed movable shaft; a plurality of right-handed knives are fixed to the positions, below the ground, of the right-handed movable shaft and distributed in a radial mode; all the right-handed knives are on the different cross sections; grouting nozzles are installed on the right-handed movable shaft at equal intervals; a plurality of left-handed knives are fixed to the positions, below the ground, of a left-handed movable shaft and distributed in a radial mode; all the left-handed knives are on the different cross sections; grouting nozzles are installed on the left-handed movable shaft at equal intervals; and the right-handed movable shaft rotates rightwards so as to drive the right-handed knives to rotate rightwards, and the left-handed movable shaft rotates leftwards so as to drive the left-handed knives to rotate leftwards.
Description
Technical field
The present invention relates to a kind of wall forming machine, the TRD engineering method wall forming machine used in a kind of building foundation engineering.
Background technology
TRD engineering method (Trench cutting Re-mixing Deep wall method), it is that the cutting box with cutting chain and cutter head meeting projected depth is inserted underground, carry out longitudinally cutting be laterally advanced to wall while, reached and being sufficiently mixed to stir and form a kind of construction technology of equal thickness body of wall in underground of original state ground to the internal cement mortar that injects of ground.It is i.e. TRD engineering method wall forming machine for manufacturing the equipment of TRD engineering method wall, general T RD engineering method wall forming machine cutting chain serious wear at work, the frequent chain rupture of cutting chain, causes quality accident.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that the another kind of TRD engineering method wall forming machine without cutting chain.
The present invention is achieved through the following technical solutions:
A kind of TRD engineering method wall forming machine, including the gate-type body frame supported, promote saddle and mobile crawler travel portion that landing guides, the upper position of saddle is located at by motor, the output shaft of motor lower end is provided with driving gear, driving gear goes backward through a driven gear and engages left-handed gear, driving gear engages forward dextrorotation gear, dextrorotation gear lower end is fixed with dextrorotation moving axis, multiple dextrorotation cutter it is fixed with on below ground dextrorotation moving axis, dextrorotation cutter becomes radial distribution on dextrorotation moving axis, each dextrorotation cutter is on different cross sections, it is separately installed with a grouting nozzle at interval of certain equidistance on dextrorotation moving axis；Left-handed gear lower end is fixed with left-handed moving axis, multiple left-handed cutter it is fixed with on the left-handed moving axis of below ground, left-handed cutter becomes radial distribution on left-handed moving axis, and each left-handed cutter, on different cross sections, left-handed moving axis is also separately installed with a grouting nozzle at interval of certain equidistance；Described dextrorotation moving axis, to right rotation, thus drives dextrorotation cutter to right rotation, and left-handed moving axis, to anticlockwise, thus drives left-handed cutter to anticlockwise.
The present invention has a following feature:
Dextrorotation cutter of the present invention, is formed uniformly to anticlockwise, stress balance to right rotation, left-handed cutter in laterally advancing, uniform thickness, continuous print TRD engineering method wall.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the A A view of Fig. 1；
In figure: 1, ground, 2, gate-type body frame, 3, crawler travel portion, 4, saddle, 5, motor, 6, dextrorotation gear, 7, first set, 8, dextrorotation moving axis, 9, dextrorotation cutter, 10, grouting nozzle, the 11, second set, the 12, second connecting plate, 13, left-handed cutter, 14, left-handed moving axis, the 15, first connecting plate, 16, left-handed gear, 17, driven gear, 18, driving gear.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, this embodiment includes the gate-type body frame 2 supported, promote saddle 4 and mobile crawler travel portion 3 that landing guides, the upper position of saddle is located at by motor 5, the output shaft of motor lower end is provided with driving gear 18, driving gear goes backward through a driven gear 17 and engages left-handed gear 16, driving gear engages forward dextrorotation gear 6, dextrorotation gear lower end is fixed with dextrorotation moving axis 8, multiple dextrorotation cutter 9 it is fixed with on below ground dextrorotation moving axis, dextrorotation cutter becomes radial distribution on dextrorotation moving axis, each dextrorotation cutter is on different cross sections, it is separately installed with a grouting nozzle 10 at interval of certain equidistance on dextrorotation moving axis；Left-handed gear lower end is fixed with left-handed moving axis 14, multiple left-handed cutter 13 it is fixed with on the left-handed moving axis of below ground, left-handed cutter becomes radial distribution on left-handed moving axis, and each left-handed cutter, on different cross sections, left-handed moving axis is also separately installed with a grouting nozzle at interval of certain equidistance.
Described dextrorotation moving axis, to right rotation, thus drives dextrorotation cutter to right rotation, and left-handed moving axis, to anticlockwise, thus drives left-handed cutter to anticlockwise.
The right of described each dextrorotation cutter is provided with blade, and the left side of each left-handed cutter is provided with blade.
The bottom of described dextrorotation moving axis is cased with one second set, and the bottom of left-handed moving axis is also cased with one second set, and two second sets are in the same plane, connects fixing by second connecting plate between two second sets.
The top of described dextrorotation moving axis is cased with two first sets, two first sets on dextrorotation moving axis keep at a certain distance away, the top of left-handed moving axis is also cased with two first sets, two first sets on left-handed moving axis also keep at a certain distance away, two first sets of top are in the same plane, connecting fixing by first connecting plate between two first sets of top, two following first sets are the most in the same plane, connected fixing between two following first sets by another first connecting plate.
The present invention works should bore an oblong aperture with square hole agitation driller when starting on the ground that work starts, and is full of thick mud, will become in wall system vertical fitting hole, the top becoming wall system is connected in walking, drive system, completes the preparation before work in hole.
The present invention is additionally provided with grout pouring pump, and the cement mortar irrigated by pipeline during charge pump work is outpoured by multiple grouting nozzles of left-handed moving axis and multiple grouting nozzles of dextrorotation moving axis；When the present invention works, motor drives dextrorotation moving axis to right rotation by gear, drive left-handed moving axis to anticlockwise, dextrorotation moving axis drives multiple dextrorotation cutter rotary cuttings soil to stir with cement mortar, left-handed moving axis drives multiple left-handed cutter rotary cuttings soil to stir with cement mortar, wall forming machine forms cement soil wall in laterally advancing, and inserts thereafter core and becomes TRD engineering method wall.
Claims (1)
1. a TRD engineering method wall forming machine, including the gate-type body frame 2 supported, promote saddle 4 and mobile crawler travel portion 3 that landing guides, the upper position of saddle is located at by motor 5, the output shaft of motor lower end is provided with driving gear 18, driving gear goes backward through a driven gear 17 and engages left-handed gear 16, driving gear engages forward dextrorotation gear 6, dextrorotation gear lower end is fixed with dextrorotation moving axis 8, multiple dextrorotation cutter 9 it is fixed with on below ground dextrorotation moving axis, dextrorotation cutter becomes radial distribution on dextrorotation moving axis, each dextrorotation cutter is on different cross sections, it is separately installed with a grouting nozzle 10 at interval of certain equidistance on dextrorotation moving axis；Left-handed gear lower end is fixed with left-handed moving axis 14, multiple left-handed cutter 13 it is fixed with on the left-handed moving axis of below ground, left-handed cutter becomes radial distribution on left-handed moving axis, and each left-handed cutter, on different cross sections, left-handed moving axis is also separately installed with a grouting nozzle at interval of certain equidistance；Described dextrorotation moving axis, to right rotation, thus drives dextrorotation cutter to right rotation, and left-handed moving axis, to anticlockwise, thus drives left-handed cutter to anticlockwise；It is characterized in that: the present invention works should bore an oblong aperture with square hole agitation driller when starting on the ground that work starts, thick mud it is full of in hole, to become in wall system vertical fitting hole, and the top becoming wall system will be connected in walking, drive system, completes the preparation before work；The present invention is additionally provided with grout pouring pump, and the cement mortar irrigated by pipeline during charge pump work is outpoured by multiple grouting nozzles of left-handed moving axis and multiple grouting nozzles of dextrorotation moving axis；When the present invention works, motor drives dextrorotation moving axis to right rotation by gear, drive left-handed moving axis to anticlockwise, dextrorotation moving axis drives multiple dextrorotation cutter rotary cuttings soil to stir with cement mortar, left-handed moving axis drives multiple left-handed cutter rotary cuttings soil to stir with cement mortar, wall forming machine forms cement soil wall in laterally advancing, and inserts thereafter core and becomes TRD engineering method wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468522.3A CN106013074A (en) | 2016-06-25 | 2016-06-25 | TRD-method wall forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468522.3A CN106013074A (en) | 2016-06-25 | 2016-06-25 | TRD-method wall forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013074A true CN106013074A (en) | 2016-10-12 |
Family
ID=57086913
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610468522.3A Withdrawn CN106013074A (en) | 2016-06-25 | 2016-06-25 | TRD-method wall forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013074A (en) |
-
2016
- 2016-06-25 CN CN201610468522.3A patent/CN106013074A/en not_active Withdrawn
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20161012 |
|
| WW01 | Invention patent application withdrawn after publication |