CN205776295U - Large section tilting single-pile foundation construction muck removal device - Google Patents
Large section tilting single-pile foundation construction muck removal device Download PDFInfo
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- CN205776295U CN205776295U CN201620519228.6U CN201620519228U CN205776295U CN 205776295 U CN205776295 U CN 205776295U CN 201620519228 U CN201620519228 U CN 201620519228U CN 205776295 U CN205776295 U CN 205776295U
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Abstract
The utility model discloses a kind of large section tilting single-pile foundation construction muck removal device, the horizontal walking frame that including the longitudinal walking frame in two, left and right, is arranged on two longitudinal walking frames and can carry out on two longitudinal walking frames anterior-posterior translation, be arranged on horizontal walking frame and transversely can carry out the hanging device of left and right translation and be lifted on the muck removal hopper below hanging device by rope by walking frame；Two longitudinal walking frames are vertical supporting frame, and horizontal walking frame is that level is laid and itself and longitudinal perpendicular laying of walking frame, and rope is in vertically to laying, outside the hole in the stake hole that two longitudinal walking frames are all laid in institute's work order pile foundation；Two longitudinal walking frames are parallel laying and both is parallel laying with stake hole.This utility model simple in construction, reasonable in design, take construction space little and use easy and simple to handle, using effect good, uses the muck removal process that vertical lifting mode is easy, be rapidly completed large section tilting single-pile foundation.
Description
Technical field
This utility model belongs to pile foundation construction technical field, especially relates to a kind of large section tilting
Single-pile foundation construction muck removal device.
Background technology
To excavation cross-sectional area more than 100m2And inclination angle (i.e. angle between central axis and plumb line)
Large section high inclination-angle tilting single-pile foundation (hereinafter referred to as large section tilting list more than 45 °
Pile foundation) when excavating, it is necessary to use engineering measure to guarantee Rock Slide Stability and the work of construction period
Industry safety.Domestic time above-mentioned large section tilting single-pile foundation is excavated, how according to mine tunnel
Road excavation operating type excavates, and use artificial bore quick-fried with opening that small-sized machine excavator combines
Excavation formula.Strengthening supporting is needed, it is ensured that the adjoining rock stability before base concrete perfusion during actual excavation.For
Reducing the excavation operation disturbance to periphery, foundation ditch uses branch, point bench excavation as far as possible.
But the defect of following three aspects of above-mentioned excavation method existence and deficiency: 1. section branch, point step
During excavation, by reducing construction space, strengthening the modes such as internal support and improve excavation safety, but
Narrow space causes and can not use mechanical engagement, and mechanization degree is low, greatly reduces construction speed,
Difficulty is brought to construction；2. basis cannot certainly be traveled out due to the big big machinery of basic slope angle,
Dregs or quarrel stone cannot utilize rail travel to slag tap, and efficiency of construction is extremely low.
Currently used muck removal mode has a variety of, mainly includes that the rail muck removal of inclined shaft, trackless go out
The modes such as quarrel, continuous belt conveyer mucking.But above-mentioned large section tilting single-pile foundation is excavated
In work progress, excavator can be used when the excavated section degree of depth is within 30 meters to coordinate and to carry out muck removal,
Even if but the excavated section degree of depth more than 30 meters time use 2 excavators to coordinate to carry out relay muck removal
Also can be gruelling, muck removal process difficulty of construction is big, have impact on follow-up excavation construction process largely.
And when using rail muck removal or continuous belt conveyer mucking, track can be damaged by bursting work, and
The factors such as angle of inclination is excessive, excavated section degree of depth excavation drilling depth more than 30 meters do not allow to make
Muck removal is carried out with track or continuous conveyor system.Further, there is work in rail muck removal and continuous belt conveyer mucking
The defects such as sequence is complicated, cost is high, the most motor-driven, dumb, construction interference is big.
Utility model content
Technical problem to be solved in the utility model is, for above-mentioned deficiency of the prior art, to carry
For a kind of large section tilting single-pile foundation construction muck removal device, its simple in construction, reasonable in design,
Take construction space little and use easy and simple to handle, using effect good, use vertical lifting mode easy,
It is rapidly completed the muck removal process of large section tilting single-pile foundation.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is: a kind of large section inclines
Inclined single-pile foundation construction muck removal device, it is characterised in that: include two the longitudinal walking frames in left and right,
It is arranged on two described longitudinal walking frames and front and back can put down on two described longitudinal walking frames
Move horizontal walking frame, be arranged on horizontal walking frame and can transversely walking frame carry out left and right translation
Hanging device and be lifted on the muck removal hopper below hanging device by rope；Two described longitudinal travelings
Frame is vertical supporting frame, described horizontal walking frame be level lay and its with longitudinal direction walking frame perpendicular
Lay；Described rope is in vertically to laying；Two described longitudinal walking frames are all laid in constructed single pile
Basis stake hole hole outside, institute's work order pile foundation be large section tilting single-pile foundation and its
For reinforced concrete pile, the cross sectional area of described reinforced concrete pile is more than 100m2And its inclination angle is big
In 45 °；Two described longitudinal walking frames are parallel laying and both is parallel laying with stake hole, and two
Individual described longitudinal walking frame is laid in the left and right sides, hole in described stake hole respectively.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described laterally
Walking frame is the sub-truss formed by plurality of rods part assembly.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described longitudinal direction
Walking frame includes that a horizontal walking frame of confession carries out longitudinal rail of anterior-posterior translation and Duo Gen from front to back
It is supported in the vertical supporting bar below longitudinal rail；
It is mounted on bottom the left and right sides of described horizontal walking frame carrying out anterior-posterior translation along longitudinal rail
Longitudinal travelling wheel, described longitudinal travelling wheel is arranged on longitudinal rail.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described stake hole
Hole be positioned in side slope；It is supported in side slope on front side of described longitudinal walking frame and rear side is supported in limit
On ground outside slope.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described longitudinal direction
In walking frame, the quantity of included vertical supporting bar is four, and four described vertical supporting bars are from front to back
Respectively the first support bar, the second support bar, the 3rd support bar and the 4th support bar, described first
Strut and the second support bar are all supported in side slope, and described 3rd support bar and the 4th support bar all support
On ground outside side slope.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described longitudinal direction
Walking frame also includes that two skewed horizontal load bars, two described skewed horizontal load bars are positioned at described 3rd support bar
With the 4th between support bar；The upper end of two described skewed horizontal load bars is each attached on longitudinal rail, and
The lower end of two described skewed horizontal load bars is separately fixed on described 3rd support bar and the 4th support bar.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described vertically
Support bar and skewed horizontal load bar are steel pipe, described vertical supporting bar and longitudinal rail and skewed horizontal load bar
Between and skewed horizontal load bar and longitudinal rail between be all fixedly connected with welding manner.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described in every
Be both supported upon bottom vertical supporting bar on an armored concrete buttress, described armored concrete buttress in
Level is laid.
Above-mentioned large section tilting single-pile foundation construction muck removal device, is characterized in that: described laterally
Being provided with the translation track carrying out left and right translation for hanging device on walking frame, described translation track is with horizontal
It is parallel laying to walking frame；It is provided with bottom described hanging device on described translation track, carries out a left side
The horizontal walking mechanism of right translation, described horizontal walking mechanism is arranged on described translation track.
This utility model compared with prior art has the advantage that
1, simple in construction, reasonable in design and dismounting simplicity, input cost is low.
2, take construction space little, and the efficiency of construction of single-pile foundation can be greatly improved.Further, position
Above hole, it is not take up place, ground, not affecting the discrepancy of hole vehicle.
3, use easy and simple to handle and using effect good, the vertical transport of quarrel stone can be realized, propose vertical
Lifting muck removal mode, can effectively solve the super large inclination angle medium-and-large-sized machinery of single-pile foundation construction cannot normally enter
Go out, working space is narrow and small, have bad luck the problem of quarrel stone difficulty, breaches tradition rail travel muck removal construction
Technique, to greatest extent elevating mechanism utilization rate, improve efficiency of construction, greatly reduce construction safety risk.
Use this utility model carry out vertical lifting muck removal, have the advantage that 1), use muck removal hopper
Muck removal, side's amount is big；2), vertical-lift quarrel stone, muck removal speed is fast, is greatly improved working performance；
3), it is arranged on above hole, does not affect muck removal vehicles while passing job site, solve narrow field
Difficulty；4), the muck removal equipment turnover chambers such as excavator can be promoted, reduce explosion to construction machinery
Infringement；The section up and down in stake hole can be constructed simultaneously simultaneously, it is not necessary to arranges sidewalk for machinery turnover chamber,
Solve the impact that tunneling boring is constructed by blast working by construction machinery and construction machinery；5), install
Above hole, separate work surface, it is achieved muck removal is worked continuously with transport, improve work efficiency,
Shorten the convergence time between operation；6), it is not take up the place, ground of job site, conveniently executing
Work machinery turnover job site, is not affected by bursting work；7) single pile base, is efficiently solved
When plinth angle of inclination is big, machinery cannot directly arrive a difficult problem for basic internal, makes machinery arrive in basis
Portion, improves mechanized construction level.When using New Austrian Tunneling Method that inclined shaft, tunnel are carried out excavation construction,
The muck removal mode used is generally rail travel, and big machinery cannot enter hole operation, efficiency of construction pole
Low, and security risk is very big；And use this utility model to carry out vertical muck removal, it is achieved machinery, quarrel stone
Vertical transport, and big machinery cannot normally enter during solving high inclination-angle single-pile foundation excavation construction
The problem going out, having bad luck quarrel stone difficulty, elevating mechanism utilization rate to greatest extent, improves efficiency of construction, pole
Reduce greatly construction safety risk.
In sum, this utility model simple in construction, reasonable in design, take construction space little and use
Easy and simple to handle, using effect good, uses that vertical lifting mode is easy, be rapidly completed large section tilts
The muck removal process of formula single-pile foundation.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is use state reference map of the present utility model.
Fig. 2 is the structural representation in this utility model institute's construction stake hole.
Description of reference numerals:
1 hole；1-1 top excavation section；Excavation section in the middle part of 1-2；
1-3 bottom excavation section；2 side slopes；3 surpass excavation area；
4-1 longitudinal direction walking frame；4-11 longitudinal direction rail；4-12 vertical supporting bar；
4-13 armored concrete buttress；4-14 skewed horizontal load bar；The horizontal walking frame of 4-2；
4-3 hanging device；4-4 rope；4-5 muck removal hopper.
Detailed description of the invention
As it is shown in figure 1, this utility model includes the longitudinal walking frame 4-1 in two, left and right, is arranged on two institutes
State on longitudinal walking frame 4-1 and can carry out on two described longitudinal walking frame 4-1 the horizontal stroke of anterior-posterior translation
To walking frame 4-2, it is arranged on horizontal walking frame 4-2 and transversely can carry out left and right by walking frame 4-2
Translation hanging device 4-3 and be lifted on the muck removal hopper below hanging device 4-3 by rope 4-4
4-5；Two described longitudinal walking frame 4-1 are vertical supporting frame, described horizontal walking frame 4-2 in
Level is laid and itself and longitudinal perpendicular laying of walking frame 4-1；Described rope 4-4 is in vertically to laying；
Outside the hole in the stake hole 1 that two described longitudinal walking frame 4-1 are all laid in institute's work order pile foundation,
Institute's work order pile foundation be large section tilting single-pile foundation and its be reinforced concrete pile, described steel
The cross sectional area of rib concrete pile is more than 100m2And its inclination angle is more than 45 °；Two described longitudinal directions are walked
Row frame 4-1 be parallel laying and both with stake hole 1 in parallel laying, two described longitudinal walking frames
4-1 is laid in the left and right sides, hole in described stake hole respectively.The inclination angle of described reinforced concrete pile refers to
It is the angle between this longitudinal centre line and vertical plane, in the longitudinal direction of the most described reinforced concrete pile
Angle between heart line and plumb line.
In the present embodiment, described horizontal walking frame 4-2 is the sub-truss formed by plurality of rods part assembly.
In the present embodiment, before described longitudinal walking frame 4-1 includes that a confession horizontal walking frame 4-2 is carried out
It is vertical that longitudinal rail 4-11 and Duo Gen of rear translation is supported in below longitudinal rail 4-11 from front to back
Support bar 4-12；
It is mounted on bottom the left and right sides of described horizontal walking frame 4-2 carrying out along longitudinal rail 4-11
Longitudinal travelling wheel of anterior-posterior translation, described longitudinal travelling wheel is arranged on longitudinal rail 4-11.
In the present embodiment, it is supported in side slope 2 on front side of described longitudinal walking frame 4-1 and rear side supports
On ground outside side slope 2.
Further, in described longitudinal walking frame 4-1, the quantity of included vertical supporting bar 4-12 is four,
Four described vertical supporting bar 4-12 be respectively from front to back the first support bar, the second support bar, the
Three support bars and the 4th support bar, described first support bar and the second support bar be all supported in side slope 2,
Described 3rd support bar and the 4th support bar are all supported on the ground outside side slope 2.
In the present embodiment, described longitudinal walking frame 4-1 also includes two skewed horizontal load bar 4-14, two
Described skewed horizontal load bar 4-14 is between described 3rd support bar and the 4th support bar；Described in two
The upper end of skewed horizontal load bar 4-14 is each attached on longitudinal rail 4-11, and two described skewed horizontal load
The lower end of bar 4-14 is separately fixed on described 3rd support bar and the 4th support bar.
Actual add man-hour, can according to specific needs, to vertical supporting included in longitudinal walking frame 4-1
The quantity of bar 4-12 and the installation position of each vertical supporting bar 4-12 adjust accordingly respectively.
In the present embodiment, described vertical supporting bar 4-12 and skewed horizontal load bar 4-14 is steel pipe, institute
State between vertical supporting bar 4-12 and longitudinal rail 4-11 and skewed horizontal load bar 4-14 and oblique
All it is fixedly connected with welding manner between strut 4-14 and longitudinal rail 4-11.
In the present embodiment, bottom every described vertical supporting bar 4-12, it is both supported upon a reinforced concrete
On soil buttress 4-13, described armored concrete buttress 4-13 is that level is laid.
During actual installation, described horizontal walking frame 4-2 is provided with and carries out left and right for hanging device 4-3
The translation track of translation, described translation track is parallel laying with horizontal walking frame 4-2；Described lifting
The horizontal walking mechanism carrying out left and right translation on described translation track, institute are installed bottom equipment 4-3
State horizontal walking mechanism to be arranged on described translation track.
In the present embodiment, described rope 4-4 is steel wire rope.
Time actually used, by the muck removal vertical muck removal of hopper 4-5, and muck removal hopper 4-5 is transported to
Outside hole, then by the excavator outside hole quarrel stone is loaded on dump truck and transports outside the venue.
In the present embodiment, can also lift below described rope 4-4 for described excavator horizontal positioned
Horizontal positioned platform, the quantity of described rope 4-4 is multiple tracks.
In the present embodiment, a length of 36m of described longitudinal rail 4-11, described horizontal walking frame 4-2
The left and right sides bottom described longitudinal travelling wheel of installing driven motors to enter by two longitudinal translations respectively
Row cutting.Described hanging device 4-3 is crane, and hanging device 4-3 is specially electrical hoist,
It is in transmission connection by drive mechanism between described electrical hoist and rope 4-4.Meanwhile, described
Rope 4-4 bottom is provided with for lifting described suspender or the suspension hook of muck removal hopper 4-5.
In the present embodiment, described horizontal walking mechanism is driven motor to be driven by transverse translation.
Time actually used, described longitudinal translation drives motor, described electrical hoist and described laterally flat
Moving and drive motor remotely to be controlled by remote controller, operation is simple.
During practice of construction, when stake hole 1 is excavated, use full face tunneling method from top to bottom
Divide multiple construction sections that stake hole 1 is excavated, and each construction sections digging process uses this reality
Muck removal is carried out by novel synchronous.
Excavating any one construction sections and during muck removal, process is as follows:
Step I, bore quick-fried: first use rig and the excavated section currently constructed on drill through big gun
Hole, then powder charge in drilling through big gun hole, powder charge is detonated after completing and is carried out explosion；
Step II, muck removal, comprise the following steps:
The lifting of step II-1, excavator puts in place: use described muck removal equipment to lift excavator to currently
On the excavated section constructed；
Step II-2, hopper lifting muck removal: use described muck removal equipment to be lifted extremely by muck removal hopper 4-5
After on the excavated section currently constructed, use excavator described in step II-1 by generation after explosion
Quarrel stone loads in muck removal hopper 4-5, the more described hopper using described hanging device to will be equipped with quarrel stone hangs
To the hole in stake hole 1；
Step II-3, step II-2 are repeated several times, until being produced quarrel stone after completing step I borehole blasting
Muck removal process.
In the present embodiment, when step II-2 carries out hopper lifting muck removal, comprise the following steps:
The reach of step II-21, horizontal walking frame level and hanging device translation: first by horizontal walking frame
4-2 is along two described longitudinal horizontal forward movements of walking frame 4-1, until laterally walking frame 4-2 is positioned at
Above the excavated section currently constructed；Again hanging device 4-3 is carried out on horizontal walking frame 4-2
To left or to right translation, until hanging device 4-3 is positioned at above the excavated section currently constructed；
Step II-22, hopper are transferred: use hanging device 4-3 by muck removal hopper 4-5 lifting and under
Put to the excavated section currently constructed；
Step II-23, quarrel stone bunker: use excavator described in step II-1 by generation after explosion
Quarrel stone loads in muck removal hopper 4-5；
Carry on step II-24, hopper: use hanging device 4-3 by muck removal hopper 4-5 lifting and to
On be promoted to above the hole in a hole 1；
Move after step II-25, horizontal walking frame level: horizontal walking frame 4-2 is described vertical along two
It is moved rearwards by walking frame 4-1 level, until muck removal hopper 4-5 is moved to outside the hole in a hole 1；
Step II-26, quarrel stone are toppled over: be poured into a hole 1 by filling quarrel stone in muck removal hopper 4-5
Outside hole.
In the present embodiment, step II-1 use described muck removal equipment lift excavator to currently being executed
Time on the excavated section of work, first described horizontal positioned platform is lifted on hanging device by rope 4-4
After 4-3 transfers, then the excavator that need to lift is placed horizontally on described horizontal positioned platform.
So, after in excavator lifting to the excavated section currently constructed, utilize lifting to stake hole
Quarrel stone is loaded in muck removal hopper 4-5 by the excavator in 1；After muck removal completes, then use described hanging down
Straight hanging device is by outside described excavator lifting to stake hole 1.Subsequently, then to the next one construct sections
Excavate, prevent explosion from excavator being caused damage.
In conjunction with Fig. 2, in the present embodiment, described stake hole 1 be from top to bottom divided into top excavation section 1-1,
Middle part excavation section 1-2 and bottom excavation section 1-3；
Described top excavation section 1-1, middle part excavation section 1-2 and bottom excavation section 1-3 are the most from top to bottom
It is divided into multiple described construction sections to carry out excavation construction；
The excavated section of described top excavation section 1-1 is from top to bottom gradually increased, described middle part excavation section
The excavated section of 1-2 is the most identical, and the excavated section of described bottom excavation section 1-3 is by up to
Under be gradually reduced.
When stake hole 1 is excavated, also need in stake hole 1 near side of the present utility model from top to bottom
Excavate, and excavate the super excavation area 3 of formation；
Described super excavation area 3 connects with inside, stake hole 1 and its lateral wall is vertical side walls.
Further, the width of described super excavation area 3 is identical with the width in stake hole 1, and in super excavation area 3
Portion is internal with stake hole 1 to be connected.
Thus, owing to stake hole 1 is inclined to laying, will be used for tying up for solving described vertical lifting equipment
Pricking the reinforcing bar lifting lifting demand to stake hole 1 inside bottom of described steel reinforcement cage, the present invention uses and backbreaks
Mode, specifically excavates downward vertically by bottom, stake hole 1, and excavates the super excavation area 3 of formation so that
Reinforcing bar for steel reinforcement cage described in colligation can lift the inside bottom to stake hole 1.
The above, be only preferred embodiment of the present utility model, and this utility model is not made any limit
System, every according to this utility model technical spirit, above example is made any simple modification, change
And equivalent structure change, all still fall within the protection domain of technical solutions of the utility model.
Claims (9)
1. a large section tilting single-pile foundation construction muck removal device, it is characterised in that: include two the longitudinal walking frames (4-1) in left and right, be arranged on two described longitudinal walking frames (4-1) upper and the horizontal walking frame (4-2) of anterior-posterior translation can be carried out on two described longitudinal walking frames (4-1), to be arranged on horizontal walking frame (4-2) upper and transversely can carry out the hanging device (4-3) of left and right translation and be lifted on the muck removal hopper (4-5) of hanging device (4-3) lower section by rope (4-4) by walking frame (4-2)；Two described longitudinal walking frames (4-1) are vertical supporting frame, and described horizontal walking frame (4-2) is laid in level and itself and longitudinal walking frame (4-1) perpendicular laying；Described rope (4-4) is in vertically to laying；Two described longitudinal walking frames (4-1) are all laid in outside the hole in stake hole (1) of institute's work order pile foundation, institute's work order pile foundation be large section tilting single-pile foundation and its be reinforced concrete pile, the cross sectional area of described reinforced concrete pile be more than 100m2And its inclination angle is more than 45 °；Two described longitudinal walking frames (4-1) in parallel laying and both with stake hole (1) in parallel laying, two described longitudinal walking frames (4-1) are laid in the left and right sides, hole in a hole (1) respectively.
2. according to the large section tilting single-pile foundation construction muck removal device described in claim 1, it is characterised in that: described horizontal walking frame (4-2) is the sub-truss formed by plurality of rods part assembly.
3. according to the large section tilting single-pile foundation construction muck removal device described in claim 1 or 2, it is characterised in that: described longitudinal walking frame (4-1) includes that the horizontal walking frame of a confession (4-2) carries out longitudinal rail (4-11) of anterior-posterior translation and the many vertical supporting bars (4-12) being supported in longitudinal rail (4-11) lower section from front to back；
Being mounted on carrying out along longitudinal rail (4-11) longitudinal travelling wheel of anterior-posterior translation bottom the left and right sides of described horizontal walking frame (4-2), described longitudinal travelling wheel is arranged on longitudinal rail (4-11).
4. according to the large section tilting single-pile foundation construction muck removal device described in claim 3, it is characterised in that: the hole of described stake hole (1) is positioned in side slope (2)；Described longitudinal walking frame (4-1) front side is supported in side slope (2), and above and rear side is supported on the ground in side slope (2) outside.
5. according to the large section tilting single-pile foundation construction muck removal device described in claim 4, it is characterized in that: in described longitudinal walking frame (4-1), the quantity of included vertical supporting bar (4-12) is four, four described vertical supporting bars (4-12) are respectively the first support bar, the second support bar, the 3rd support bar and the 4th support bar from front to back, described first support bar and the second support bar are all supported in side slope (2), and described 3rd support bar and the 4th support bar are all supported on the ground in side slope (2) outside.
6. according to the large section tilting single-pile foundation construction muck removal device described in claim 5, it is characterized in that: described longitudinal walking frame (4-1) also includes two skewed horizontal load bars (4-14), and two described skewed horizontal load bars (4-14) are between described 3rd support bar and the 4th support bar；The upper end of two described skewed horizontal load bars (4-14) is each attached on longitudinal rail (4-11), and the lower end of two described skewed horizontal load bars (4-14) is separately fixed on described 3rd support bar and the 4th support bar.
7. according to the large section tilting single-pile foundation construction muck removal device described in claim 6, it is characterized in that: described vertical supporting bar (4-12) and skewed horizontal load bar (4-14) are steel pipe, be all fixedly connected with welding manner between described vertical supporting bar (4-12) and longitudinal rail (4-11) and skewed horizontal load bar (4-14) and between skewed horizontal load bar (4-14) and longitudinal rail (4-11).
8. according to the large section tilting single-pile foundation construction muck removal device described in claim 3, it is characterized in that: every described vertical supporting bar (4-12) bottom is both supported upon on an armored concrete buttress (4-13), and described armored concrete buttress (4-13) is laid in level.
9. according to the large section tilting single-pile foundation construction muck removal device described in claim 1 or 2, it is characterized in that: be provided with on described horizontal walking frame (4-2) for hanging device (4-3) carry out left and right translation translation track, described translation track with horizontal walking frame (4-2) in parallel laying；Described hanging device (4-3) bottom is provided with the horizontal walking mechanism carrying out left and right translation on described translation track, and described horizontal walking mechanism is arranged on described translation track.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620519228.6U CN205776295U (en) | 2016-05-31 | 2016-05-31 | Large section tilting single-pile foundation construction muck removal device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620519228.6U CN205776295U (en) | 2016-05-31 | 2016-05-31 | Large section tilting single-pile foundation construction muck removal device |
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| CN205776295U true CN205776295U (en) | 2016-12-07 |
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