CN106049423A - Underground continuous wall-building machine - Google Patents
Underground continuous wall-building machine Download PDFInfo
- Publication number
- CN106049423A CN106049423A CN201610468283.1A CN201610468283A CN106049423A CN 106049423 A CN106049423 A CN 106049423A CN 201610468283 A CN201610468283 A CN 201610468283A CN 106049423 A CN106049423 A CN 106049423A
- Authority
- CN
- China
- Prior art keywords
- square tube
- drill bit
- transfer gear
- wall
- motor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims abstract description 14
- 239000011083 cement mortar Substances 0.000 claims description 8
- 238000003756 stirring Methods 0.000 claims description 7
- 238000013019 agitation Methods 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 2
- 230000000977 initiatory effect Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 1
- 230000001737 promoting effect Effects 0.000 claims 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007569 slipcasting Methods 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides an underground continuous wall-building machine. According to the underground continuous wall-building machine, cement paste is poured into all drill bits I and all drill bits II through a plurality of cement paste pouring heads in a cement paste pouring system; when the drill bits I and the drill bits II rotate, a soil body positioned on the right sides of the drill bits I and the drill bits II is cut and stirred with the poured cement paste; when the drill bits I and the drill bits II move to and fro, the soil body positioned on the right sides of the drill bits I and the drill bits II as well as among all the drill bits is cut and stirred with the poured cement paste; in the wall-building process, a square tube I is perpendicular to the ground; and when the underground continuous wall-building machine moves to the right, a continuous cement soil wall is built underground on the left.
Description
Technical field
The present invention relates to one and make wall telephone, the underground used in a kind of Foundation Anti-seepage engineering makes wall telephone continuously.
Background technology
At present, the wall telephone of making of other pattern is all by several single head drill bit parallel combinations together, forms gang drill, first row
The stake overlap joint boring stake and the second gang drill formation formed forms cement soil wall, and lap-joint is constantly present the folder phenomenon such as mud, weakness.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of underground makes wall telephone continuously.
The present invention is achieved through the following technical solutions:
A kind of underground makes wall telephone continuously, including the gate-type body frame supported, promotes guide pillar that landing guides and mobile
Crawler travel portion；Guide pillar is fixed on the top of square tube one, and the upper right end of square tube one is fixed with motor one, and the axle head of motor one is defeated
Going out and have runner, on runner, bias is fixed with wheel shaft, the upper end of the hinged penetrator ram of wheel shaft, the hinged motor in lower end two of penetrator ram, electricity
The upper end of square tube two is fixed in machine two lower end, and multiple transfer gear one is fixed in the front portion of square tube two, and the rear portion of square tube two fixes multiple points
Dynamic device two；The right-hand member of each transfer gear one exports a drill bit one respectively, and the right-hand member of each transfer gear two exports a brill respectively
Two；The bottom by a hinged square tube of pivoted arm one, the bottom of square tube two, the top of square tube two is hinged by another pivoted arm
The top of square tube one.
The present invention has a following feature:
The soil cutting of its right part is stirred in rotary course by the multiple drill bit of the present invention one, multiple drill bit two with cement mortar, many
Soil cutting between each for its right part drill bit is stirred during moving back and forth by individual drill bit one, multiple drill bit two with cement mortar
Mix；Making during wall telephone moves to right, underground, the left side becomes continuous cement soil wall.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention；
Fig. 2 is the rearview of the cutting stirring system of Fig. 1；
Fig. 3 is the A A view of Fig. 1.
In figure: 1, guide pillar, 2, gate-type body frame, 3, crawler travel portion, 4, nose girder, 5, ground, 7, motor one, 8, runner, 9,
Wheel shaft, 10, penetrator ram, 13, motor two, 14, square tube one, 15, square tube two, 16, power transmission shaft, 17, transfer gear one, 18, drill bit one,
19, pivoted arm, 20, transfer gear two, 21, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes that the gate-type body frame supported, lifting landing are led
To guide pillar and mobile crawler travel portion；Guide pillar is fixed on the top of square tube one, and the upper right end of square tube one is fixed
Having motor one, the output of the axle head of motor one has runner 8, and on runner, bias is fixed with wheel shaft 9, the hinged penetrator ram of wheel shaft 10 upper
Holding, the hinged motor in lower end 2 13 of penetrator ram, the upper end of square tube 2 15 is fixed in motor two lower end, and the front portion of square tube two is fixed multiple
Transfer gear 1, multiple transfer gear 2 20 is fixed at the rear portion of square tube two；The right-hand member of each transfer gear one exports a drill bit respectively
One 18, the right-hand member of each transfer gear two exports a drill bit 2 21 respectively；A hinged side of pivoted arm 19 is passed through in the bottom of square tube two
The bottom of pipe one, the top by the hinged square tube of another pivoted arm one, the top of square tube two.
The transfer gear two at each transfer gear one and its rear portion is with the center line of square tube two as axisymmetrical.
Each drill bit one is symmetrical with the drill bit two at its rear portion.
Job initiation of the present invention needs and single shaft agitation driller cooperating, is first needing into the initial position single shaft of wall
The whole series are cut stirring system thereafter and are hung down by the cement soil pile of the fluid state of agitation driller stirring certain depth and one fixed width
Straight cutting is put in the cement soil pile of this section of fluid state, is installed on by guide pillar in two nose girders, and wall forming machine is started working；Work
Time, motor two exports moment of torsion, each transfer gear to each transfer gear one and each transfer gear two by the power transmission shaft in square tube two
One drives the drill bit one of its right-hand member to rotate forward, and each transfer gear two drives drill bit two reversion of its right-hand member, and meanwhile, motor one drives and turns
Wheel rotates, and runner drives wheel shaft with the center of runner for axis eccentric rotary in rotation, and wheel shaft passes through to push away in eccentric rotary
Push rod pulls square tube two back and forth, promotes multiple drill bit one, multiple drill bit two to move back and forth；Multiple slip castings of grout pouring system
Head is injected separately into cement mortar to each drill bit one, each drill bit two；Multiple drill bits one, multiple drill bit two in rotary course by it
The soil cutting of right part and cement mortar stir, multiple drill bits one, multiple drill bit two during moving back and forth by each for its right part
Soil cutting between drill bit stirs with cement mortar；During making wall, square tube one is perpendicular to ground, makes during wall telephone moves to right,
Underground, the left side becomes continuous cement soil wall.
Claims (1)
1. underground makes a wall telephone continuously, including the gate-type body frame of support, the guide pillar promoting landing guiding and mobile use
Crawler travel portion；Guide pillar is fixed on the top of square tube one, and the upper right end of square tube one is fixed with motor one, the axle head of motor one
Output has runner 8, and on runner, bias is fixed with wheel shaft 9, the upper end of the hinged penetrator ram of wheel shaft 10, the hinged motor in lower end of penetrator ram
2 13, the upper end of square tube 2 15 is fixed in motor two lower end, and multiple transfer gear 1, the rear portion of square tube two are fixed in the front portion of square tube two
Fixing multiple transfer gears 2 20；The right-hand member of each transfer gear one exports a drill bit 1, the right-hand member of each transfer gear two respectively
One drill bit 2 21 of output respectively；The bottom by a hinged square tube of pivoted arm 19 one, the bottom of square tube two, the top of square tube two
Top by the hinged square tube of another pivoted arm one；It is characterized in that: making wall telephone job initiation needs and the cooperation of single shaft agitation driller
Work, first stirs the fluid state of certain depth and one fixed width at the initial position single shaft agitation driller needing into wall
The whole series are cut thereafter stirring system and are vertically inserted in the cement soil pile of this section of fluid state, by guide pillar by cement soil pile
Being installed in two nose girders, wall forming machine is started working；During work, motor two gives each transfer gear by the power transmission shaft in square tube two
One and each transfer gear two export moment of torsion, each transfer gear one drives drill bit one rotating forward of its right-hand member, and each transfer gear two drives
The drill bit two of its right-hand member inverts, and meanwhile, motor one drives runner to rotate, and runner drives the wheel shaft with the center of runner to be in rotation
Axis eccentric rotary, wheel shaft pulls square tube two back and forth by penetrator ram in eccentric rotary, promotes multiple drill bit one, multiple drill bit
Two move back and forth；Multiple casting heads of grout pouring system are injected separately into cement mortar to each drill bit one, each drill bit two；Many
The soil cutting of its right part and cement mortar are stirred in rotary course by individual drill bit one, multiple drill bit two, multiple drill bits one, multiple
Soil cutting between each for its right part drill bit is stirred during moving back and forth by drill bit two with cement mortar；During making wall,
Square tube one is perpendicular to ground, makes during wall telephone moves to right, and underground, the left side becomes continuous cement soil wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468283.1A CN106049423A (en) | 2016-06-25 | 2016-06-25 | Underground continuous wall-building machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468283.1A CN106049423A (en) | 2016-06-25 | 2016-06-25 | Underground continuous wall-building machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049423A true CN106049423A (en) | 2016-10-26 |
Family
ID=57166376
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610468283.1A Withdrawn CN106049423A (en) | 2016-06-25 | 2016-06-25 | Underground continuous wall-building machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049423A (en) |
-
2016
- 2016-06-25 CN CN201610468283.1A patent/CN106049423A/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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161026 |