CN105951729A - Uniform-width continuous composite soil wall construction machine - Google Patents
Uniform-width continuous composite soil wall construction machine Download PDFInfo
- Publication number
- CN105951729A CN105951729A CN201610468420.1A CN201610468420A CN105951729A CN 105951729 A CN105951729 A CN 105951729A CN 201610468420 A CN201610468420 A CN 201610468420A CN 105951729 A CN105951729 A CN 105951729A
- Authority
- CN
- China
- Prior art keywords
- fork
- headstock
- pivoted arm
- shaft
- rotating shaft
- 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- Withdrawn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 title claims abstract description 11
- 238000010276 construction Methods 0.000 title abstract 5
- 239000002131 composite material Substances 0.000 title abstract 4
- 239000004568 cement Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 13
- 238000003756 stirring Methods 0.000 claims description 12
- 238000013019 agitation Methods 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 claims description 2
- 230000000977 initiatory effect Effects 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 239000002002 slurry Substances 0.000 abstract 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
- 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
- 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)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention provides a uniform-width continuous composite soil wall construction machine. According to the uniform-width continuous composite soil wall construction machine, soil is cut through a plurality of cutting drill bits in the rotating process and stirred with cement slurry injected by a high-pressure slurry pump; in the swinging process of a first swing rod and a second wing rod, soil which is located between the first swing rod and the second swing rod and not cut or stirred by the cutting drill bits is cut and stirred through first cutters and second cutters; and in the wall construction process, a supporting pipe is perpendicular to the ground, and in the process that the wall construction machine moves rightwards, a uniform-width continuous composite cement soil wall is formed at the left side.
Description
Technical field
The present invention relates to one and make wall telephone, wall telephone is made in the wide continuous mixing used in a kind of building foundation engineering with local methods.
Background technology
At present, the assembly that body of wall formed by wall telephone is all multiple soil cement cylinder made with local methods by the blended cement of other pattern, is not wide continuous print blended cement cob wall.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that wall telephone is made in a kind of wide continuous mixing with local methods.
The present invention is achieved through the following technical solutions:
Wall telephone is made in a kind of wide continuous mixing with local methods, including the gate-type body frame supported, promotes guide pillar and mobile crawler travel portion that landing guides；Mair motor is fixed on guide pillar, the upper end of the lower end fixed support tube of mair motor, and multiple headstock is fixed on the right of a stay tube, and the right-hand member of each headstock exports a right spindle respectively, and the right-hand member of each right spindle is provided with a cut drill；Multiple headstock word orders, from top to bottom every triplet, first often organized is headstock one, and second is headstock two, and the 3rd is headstock three；The anterior output front rotary shaft one of headstock one, the right part of front rotary shaft one fixes a front pivoted arm one；The anterior output front rotary shaft two of headstock three, the left part of front rotary shaft two fixes a front pivoted arm two；A jointed shaft one, the centre of the hinged fork of jointed shaft one one are fixed in the front portion of headstock two, and fork one is arranged at front rotary shaft one and the left side of front rotary shaft two；Headstock one rear portion output after rotating shaft one, the right part of rear rotating shaft one fix one after pivoted arm one；Headstock three rear portion output after rotating shaft two, the left part of rear rotating shaft two fix one after pivoted arm two；A jointed shaft two, the centre of the hinged fork of jointed shaft two two are fixed in the rear portion of headstock two, and fork two is arranged at rear rotating shaft one and the left side of rear rotating shaft two；The right of fork one arranges multiple cutting knife one, and the right of fork two arranges multiple cutting knife one；On fork one, the direction to fork two arranges multiple cutting knife two, and on fork two, the direction to fork one arranges multiple cutting knife two.
The present invention has a following feature:
The cement mortar stirring that earth is cut in rotation and filled with high mudjack by the multiple cut drill of the present invention；Fork one and fork two in swing process cutting knife one, cutting knife two by between fork one and fork two, cut drill do not cut stirring earth cutting stirring；During making wall, stay pipe is perpendicular to ground, makes wall telephone in moving right, and the left side is formed for wide continuous print blended cement cob 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；
Fig. 4 is the B B view of Fig. 1.
In figure: 1, ground, 2, mair motor, 3, headstock one, 4, headstock two, 5, headstock three, 6, stay pipe, 7, fork one, 8, jointed shaft one, 9, cutting knife one, 10, front rotary shaft one, 11, front pivoted arm one, 12, front rotary shaft two, 13, front pivoted arm two, 14, right spindle, 15, cut drill, 16, guide pillar, 17, nose girder, 18, gate-type body frame, 19, crawler travel portion, 20, jointed shaft two, 21, fork two, 22, rear rotating shaft one, 23, rear pivoted arm one, 24, rear rotating shaft two, 25, rear pivoted arm two, 26, cutting knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes the gate-type body frame 18 supported, promotes guide pillar 16 and mobile crawler travel portion 19 that landing guides；Mair motor 2 is fixed on guide pillar, the upper end of the lower end fixed support tube 6 of mair motor, and multiple headstock is fixed on the right of a stay tube, and the right-hand member of each headstock exports a right spindle 14 respectively, and the right-hand member of each right spindle is provided with a cut drill 15；Multiple headstock word orders, from top to bottom every triplet, first often organized is headstock 1, and second is headstock 24, and the 3rd is headstock 35；The anterior output front rotary shaft 1 of headstock one, the right part of front rotary shaft one fixes a front pivoted arm 1；The anterior output front rotary shaft 2 12 of headstock three, the left part of front rotary shaft two fixes a front pivoted arm 2 13；A jointed shaft 1, the centre of the hinged fork of jointed shaft one 1 are fixed in the front portion of headstock two, and fork one is arranged at front rotary shaft one and the left side of front rotary shaft two；Headstock one rear portion output after rotating shaft 1, the right part of rear rotating shaft one fix one after pivoted arm 1；Headstock three rear portion output after rotating shaft 2 24, the left part of rear rotating shaft two fix one after pivoted arm 2 25；A jointed shaft 2 20, the centre of the hinged fork of jointed shaft two 2 21 are fixed in the rear portion of headstock two, and fork two is arranged at rear rotating shaft one and the left side of rear rotating shaft two；The right of fork one arranges multiple cutting knife 1, and the right of fork two arranges multiple cutting knife 1；On fork one, the direction to fork two arranges multiple cutting knife 2 26, and on fork two, the direction to fork one arranges multiple cutting knife two.
Job initiation of the present invention needs and single shaft agitation driller cooperating, first the cement soil pile of the fluid state of certain depth and one fixed width is stirred at the initial position single shaft agitation driller needing into wall, the whole series are cut thereafter stirring system vertically insert in the cement soil pile of this section of fluid state, being installed on by guide pillar in two nose girders, wall forming machine is started working；Being additionally provided with high mudjack on the gate-type body frame of the present invention, during work, height mudjack adds cement injection by pipeline to each cut drill；By propping up the load transfer device in stay tube by power transmission to each headstock during mair motor work, each headstock drives cut drill to rotate by right spindle respectively, the cement mortar stirring that earth is cut in rotation and fills with high mudjack by multiple cut drill；Often three headstock headstocks therein of group synchronize to drive front rotary shafts one to drive front pivoted arm one to rotate, rear rotating shaft one drive after pivoted arm one rotation, headstock three synchronizes to drive front rotary shaft two to drive front pivoted arm two to rotate, rear rotating shaft two drive after pivoted arm two rotation；The most front pivoted arm one and front pivoted arm two are staggered the time and are stirred the two ends of fork one, drive fork one to swing with jointed shaft one for hinge, and rear pivoted arm one and rear pivoted arm two are staggered the time and stirred the two ends of fork two, drive fork two to swing with jointed shaft two for hinge；Fork one and fork two in swing process cutting knife one, cutting knife two by between fork one and fork two, cut drill do not cut stirring earth cutting stirring；During making wall, stay pipe is perpendicular to ground, makes wall telephone in moving right, and the left side is formed for wide continuous print blended cement cob wall.
Claims (1)
1. a wall telephone is made in wide continuous mixing with local methods, including the gate-type body frame 18 supported, promotes guide pillar 16 and mobile crawler travel portion 19 that landing guides；Mair motor 2 is fixed on guide pillar, the upper end of the lower end fixed support tube 6 of mair motor, and multiple headstock is fixed on the right of a stay tube, and the right-hand member of each headstock exports a right spindle 14 respectively, and the right-hand member of each right spindle is provided with a cut drill 15；Multiple headstock word orders, from top to bottom every triplet, first often organized is headstock 1, and second is headstock 24, and the 3rd is headstock 35；The anterior output front rotary shaft 1 of headstock one, the right part of front rotary shaft one fixes a front pivoted arm 1；The anterior output front rotary shaft 2 12 of headstock three, the left part of front rotary shaft two fixes a front pivoted arm 2 13；A jointed shaft 1, the centre of the hinged fork of jointed shaft one 1 are fixed in the front portion of headstock two, and fork one is arranged at front rotary shaft one and the left side of front rotary shaft two；Headstock one rear portion output after rotating shaft 1, the right part of rear rotating shaft one fix one after pivoted arm 1；Headstock three rear portion output after rotating shaft 2 24, the left part of rear rotating shaft two fix one after pivoted arm 2 25；A jointed shaft 2 20, the centre of the hinged fork of jointed shaft two 2 21 are fixed in the rear portion of headstock two, and fork two is arranged at rear rotating shaft one and the left side of rear rotating shaft two；The right of fork one arranges multiple cutting knife 1, and the right of fork two arranges multiple cutting knife 1；On fork one, the direction to fork two arranges multiple cutting knife 2 26, and on fork two, the direction to fork one arranges multiple cutting knife two；It is characterized in that: making wall telephone job initiation needs and single shaft agitation driller cooperating, first the cement soil pile of the fluid state of certain depth and one fixed width is stirred at the initial position single shaft agitation driller needing into wall, the whole series are cut thereafter stirring system vertically insert in the cement soil pile of this section of fluid state, being installed on by guide pillar in two nose girders, wall forming machine is started working；Being additionally provided with high mudjack on the gate-type body frame of the present invention, during work, height mudjack adds cement injection by pipeline to each cut drill；Giving each headstock by the load transfer device in a stay tube by power transmission during mair motor work, each headstock drives cut drill to rotate by right spindle respectively, the cement mortar stirring that earth is cut in rotation and filled with high mudjack by multiple cut drill；Often three headstock headstocks therein of group synchronize to drive front rotary shafts one to drive front pivoted arm one to rotate, rear rotating shaft one drive after pivoted arm one rotation, headstock three synchronizes to drive front rotary shaft two to drive front pivoted arm two to rotate, rear rotating shaft two drive after pivoted arm two rotation；The most front pivoted arm one and front pivoted arm two are staggered the time and are stirred the two ends of fork one, drive fork one to swing with jointed shaft one for hinge, and rear pivoted arm one and rear pivoted arm two are staggered the time and stirred the two ends of fork two, drive fork two to swing with jointed shaft two for hinge；Fork one and fork two in swing process cutting knife one, cutting knife two by between fork one and fork two, cut drill do not cut stirring earth cutting stirring；During making wall, stay pipe is perpendicular to ground, makes wall telephone in moving right, and the left side is formed for wide continuous print blended cement cob wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468420.1A CN105951729A (en) | 2016-06-25 | 2016-06-25 | Uniform-width continuous composite soil wall construction machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468420.1A CN105951729A (en) | 2016-06-25 | 2016-06-25 | Uniform-width continuous composite soil wall construction machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105951729A true CN105951729A (en) | 2016-09-21 |
Family
ID=56905366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610468420.1A Withdrawn CN105951729A (en) | 2016-06-25 | 2016-06-25 | Uniform-width continuous composite soil wall construction machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105951729A (en) |
-
2016
- 2016-06-25 CN CN201610468420.1A patent/CN105951729A/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: 20160921 |