CN110344413A - A kind of pile driving equipment and its pile-driving method - Google Patents
A kind of pile driving equipment and its pile-driving method Download PDFInfo
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- CN110344413A CN110344413A CN201910531350.3A CN201910531350A CN110344413A CN 110344413 A CN110344413 A CN 110344413A CN 201910531350 A CN201910531350 A CN 201910531350A CN 110344413 A CN110344413 A CN 110344413A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
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- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention belongs to bank piling technology field more particularly to a kind of pile driving equipment and its pile-driving methods.It solves the prior art and the technical problems such as is costly and inefficient.A kind of this pile-driving method includes the following steps: S1, hangs stake, is sling concrete-pile upper end by the machine that hangs being fixed in deck in ship structure, and hang a machine and be hoisted to concrete-pile at the piling machine being fixed in deck in ship structure；S2, stake is fed, the axial line of concrete-pile and the pile hammer axial line of piling equipment are overlapped；S3, piling, lateral sliding piling is unclamped with manipulator and there are gaps between lateral sliding piling manipulator and concrete-pile, and then the pile hammer of piling equipment constantly hits concrete-pile upper end end face and concrete-pile is forced to be squeezed into riverbed.The present invention has the advantages that at low cost and design is more reasonable, construction efficiency is improved.
Description
Technical field
The invention belongs to bank piling technology field more particularly to a kind of pile driving equipment and its pile-driving methods.
Background technique
On the bank in river, it can generally design pile foundation and carry out shore protection.
Pile foundation has H pile and U-shaped stake etc..
Existing piling machine, is typically mounted on steamer, on existing many river banks, due to river bank Qi Shui
Bit depth is shallower, causes steamer that can not travel in place, in order to solve the problems, such as that steamer drives to, existing method can only be by
The riverbed on bank dig it is deep, although this method its can satisfy construction requirement to a certain extent, its cost of this method
It is higher, piling efficiency is seriously affected, meanwhile, it can also damage the plant on bank this mode, need to set because excavating
It is standby, and excavating equipment travels then form plant and roll damage of colliding with etc. on bank.
Secondly, existing piling machine, is typically mounted on steamer, piling platform will be installed on steamer, in piling platform
On pile hammer is installed, when hanging a machine concrete-pile being hoisted near pile hammer, existing mode is using two opposite pendulum
Dynamic mechanical arm holds concrete-pile tightly, and then pile hammer is driven piles again.
Above-mentioned this existing way, there is following defect:
Due to the pile hammer that is located above, it, which can form concrete-pile, interferes, and result in the need for artificially being pushed to concrete-pile
Into between two mechanical arms, there are security risks for this mode, meanwhile, construction efficiency is lower.
Based on above-mentioned problem, it is badly in need of designing a piling platform that can solve above-mentioned technical problem.
Summary of the invention
Regarding the issue above, the present invention provides one kind can be improved, piling efficiency, piling is at low cost and designs
A kind of more reasonable pile-driving method.
In order to achieve the above objectives, present invention employs following technical proposals: a kind of this pile-driving method includes the following steps:
S1, stake is hung, is sling concrete-pile upper end by the machine that hangs being fixed in deck in ship structure, and hang a machine for coagulation
Native stake is hoisted at the piling machine being fixed in deck in ship structure；
S2, stake is fed, the piling machine in S1 step includes the pile driving position adjusting bracket being slidably connected with deck in ship structure level, with
And the driving pile driving position adjusting bracket, with respect to the translational drive mechanism that deck in ship structure slides back and forth horizontally, translational drive mechanism drives
Dynamic pile driving position adjusting bracket part extend out to outside deck in ship structure and in hanging setting, connects in the free end of pile driving position adjusting bracket
There are lateral sliding piling manipulator, and the piling equipment being mounted on pile driving position adjusting bracket, hangs a machine for concrete-pile
Lower end is hoisted to right above lateral sliding piling manipulator and forces concrete-pile vertically down into lateral sliding piling machine
In tool hand, lateral sliding piling is gripped concrete-pile with manipulator vertically, hangs the lifting rope relaxation of a machine and lateral sliding piling
It is mobile to the underface side of piling equipment with mechanical hand-motion concrete-pile, when the axial line of concrete-pile and beating for piling equipment
When pile monkey axial line is overlapped lateral sliding piling manipulator stop mobile and concrete-pile lower end and riverbed contact or there are
Spacing；
S3, piling, lateral sliding piling with manipulator unclamp and between lateral sliding piling manipulator and concrete-pile there are
Gap, then the pile hammer of piling equipment constantly hits concrete-pile upper end end face and concrete-pile is forced to be squeezed into riverbed,
That is, completing piling.
In a kind of above-mentioned pile-driving method, the pile driving position adjusting bracket is in rectangle and sliding positioned at the adjusting being in U-shape
In seat, pile driving position adjusting bracket and adjusting slide are slidably connected, and the translational drive mechanism, which is fixed on, to adjust on slide and put down
Driving mechanism driving pile driving position adjusting bracket part is moved to extend out to the opening for adjusting slide and extend to outside deck in ship structure.
In a kind of above-mentioned pile-driving method, sliding slot, pile driving position tune are respectively equipped in the interior two sides for adjusting slide
The opposite two sides of section frame are inserted in respectively in the sliding slot.
In a kind of above-mentioned pile-driving method, it is equipped in the one end for adjusting the upper surface of slide and be located at adjusting slide opening
Reinforcement structure, the outward opening expansion that reinforcement structure is used to prevent from adjusting slide.
In a kind of above-mentioned pile-driving method, the reinforcement structure includes web beam, one end of web beam and institute
One end upper surface welded connecting for adjusting slide is stated, the other end of web beam and the other end upper surface for adjusting slide are welded
It connects in succession.
In a kind of above-mentioned pile-driving method, in one end and adjusting slide one end upper surface of web beam, and
Triangle reinforcing rib is also respectively connected in the other end of web beam and the other end upper surface for adjusting slide；The adjusting
Slide includes three sequentially connected I-shaped steel, wherein two I-shaped steel are oppositely arranged, is set relatively at described two
The I-shaped steel lower surface set is connected with reinforcement steel plate.
In a kind of above-mentioned pile-driving method, the translational drive mechanism includes being fixed on to adjust in the middle part of slide at least
The telescopic rod of one oil cylinder, oil cylinder is connected with pile driving position adjusting bracket.
In a kind of above-mentioned pile-driving method, pile driving position adjusting bracket is to adjust from the partial-length that slide opening is stretched out is adjusted
Save the 1/3 or 1/4 or 1/5 of slide length.Extension cannot be excessive, excessively will lead to the more and easy hair of steamer center of gravity deviation
Raw shipwreck accident.
In a kind of above-mentioned pile-driving method, the adjusting slide four corners are connected separately with rail wheel, rail wheel
Cooperate with the rail in deck in ship structure, and the driving rail wheel rotation is to force adjusting slide mobile relative to deck in ship structure
Rail actuation.
It can be longitudinal movement or transverse shifting.
Alternatively scheme, in a kind of above-mentioned pile-driving method, the translational drive mechanism include it is several with
The sliding bar that deck in ship structure level is slidably connected, sliding bar are parallel to each other, and are equipped with described in several confessions on pile driving position adjusting bracket
The limiting slot that is caught in one by one of sliding bar, pile driving position adjusting bracket and sliding bar are fixedly connected or sliding bar and pile driving position tune
Section frame is slidably connected, and the driving sliding bar slides with respect to deck in ship structure level and one end of sliding bar is forced to be detached from hull
The driver on deck.
The design of the structure, can be improved packaging efficiency.
In a kind of above-mentioned pile-driving method, lateral sliding piling manipulator include in horizontally disposed sliding block and
Sliding block is connect with translation driving device, and limit frame and one end and sliding block or the hinged machinery of limit frame are connected on sliding block
Arm is equipped with Detachable connection structure between the other end and limit frame of mechanical arm, be equipped between mechanical arm and limit frame and work as machine
The position limiting structure that the other end of tool arm is used to limit concrete-pile after connecting with limit frame by Detachable connection structure,
Sliding block is arranged in the axial line and pile hammer axis for moving and forcing concrete-pile immediately below pile hammer in translation driving device driving
Heart line is overlapped.
In a kind of above-mentioned pile-driving method, the limit frame is in U-shape, and the other end and limit frame of mechanical arm pass through can
Closed limitation space is formed inside limit frame and mechanical arm after the connection of dismantling connection structure.
In a kind of above-mentioned pile-driving method, the position limiting structure includes the activity locking in the limit frame
Block, movable clamping block are connect with sliding drive mechanism, and sliding drive mechanism driving activity clamping block is close to mechanical arm or separate
Mechanical arm, concrete-pile insert between movable clamping block and mechanical arm.
In a kind of above-mentioned pile-driving method, the both ends medial surface of the movable clamping block both ends and limit frame, which slides, to be connected
It connects.
In a kind of above-mentioned pile-driving method, the Detachable connection structure includes being arranged in the mechanical arm other end
Male-female engagement portion one, limit frame far from sliding block one end end be equipped with male-female engagement portion two, male-female engagement portion one and bumps
Auxiliary section two cooperates, and the pin being inserted in male-female engagement portion one and male-female engagement portion two from top to bottom.
In a kind of above-mentioned pile-driving method, the limit frame upper end end face is equipped with U-shaped taper guide part.
In a kind of above-mentioned pile-driving method, the mechanical arm upper end end face is equipped with oriented plate, works as limit frame
The U-shaped taper guide part and oriented plate are spliced to form conical guiding sleeve after connecting with mechanical arm.
In a kind of above-mentioned pile-driving method, the mechanical arm is connect with the wobble drive oil cylinder for driving it to swing.
In a kind of above-mentioned pile-driving method, the translation driving device includes the fixed cunning being slidably connected with sliding block
Rail, fixed rack be fixed on piling platform one end end, piling platform one end end or fixed rack on be connected with
The driven in translation oil cylinder of sliding block connection.
In a kind of above-mentioned pile-driving method, the fixed rack is I-shaped track, and the sliding block is concave shape
Sliding block, sliding block and fixed rack are mutually matched.
A kind of pile driving equipment includes hull, is equipped in the deck in ship structure of hull and successively sets along deck in ship structure length direction
The piling machine set and a machine is hung, piling machine includes the pile driving position adjusting bracket being slidably connected with deck in ship structure level, and driving
The pile driving position adjusting bracket is with respect to the translational drive mechanism that deck in ship structure slides back and forth horizontally, translational drive mechanism driving piling
Position adjusting bracket part extend out to outside deck in ship structure and in hanging setting, is connected with sideslip in the free end of pile driving position adjusting bracket
Formula piling manipulator, and the piling equipment being mounted on pile driving position adjusting bracket, lateral sliding piling are mixed with mechanical hand-motion
Solidifying soil stake is mobile and the pile hammer axial line of the axial line of concrete-pile and piling equipment is forced to be overlapped.
Compared with prior art, a kind of this pile driving equipment and its advantages of pile-driving method, are:
When encountering the phytal zone on bank, translational drive mechanism starting at this time then drives pile driving position adjusting bracket part to stretch
Out to outside deck in ship structure and in hanging setting, then position is also one concurrent for the piling equipment on pile driving position adjusting bracket being arranged at this time
Changing can be carried out piling construction behind the position that piling equipment reaches setting, not only increase piling construction efficiency, and
And piling construction cost is also significantly reduced, meanwhile, the phenomenon that also having prevented damage bank plant, design more rationally and meets
Piling construction requirement.
Driven in translation oil cylinder driving sliding block walk on fixed rack, the home position of sliding block be not in pile hammer just under
Side, limit frame mechanical arm at this time links together, and concrete-pile can then go forward side by side in vertical drop under the handling for hanging a machine
Enter in the limitation space formed to limit frame mechanical arm, the axial line and pile hammer axial line of concrete-pile are overlapped, and are not only improved
Construction efficiency, and the safety of construction is further improved, it is more reasonable to design.
Structure is simpler.
Detailed description of the invention
Fig. 1 is structural schematic diagram provided by the invention.
Fig. 2 is that state top view is stretched out in pile driving position adjusting bracket provided by the invention part.
Fig. 3 is the structural schematic diagram after removal deck in ship structure provided by the invention.
Fig. 4 is pile driving position adjusting bracket provided by the invention and adjusting slide mated condition schematic cross-section.
Fig. 5 is pile driving position adjusting bracket structural schematic diagram provided by the invention.
Fig. 6 is i-beam structure schematic diagram provided by the invention.
Fig. 7 is I-steel overlooking structure diagram provided by the invention.
Fig. 8 is two structural schematic diagram of embodiment provided by the invention.
Fig. 9 is sliding bar provided by the invention and pile driving position adjusting bracket mated condition schematic diagram.
Figure 10 is robot manipulator structure schematic diagram provided by the invention.
Figure 11 is sliding block and fixed rack matching status structural schematic diagram provided by the invention.
Figure 12 is the structural schematic diagram after limit frame and mechanical arm cooperation provided by the invention.
Figure 13 is concrete pile structure schematic diagram provided by the invention.
Figure 14 is pile driving equipment structural schematic diagram provided by the invention.
Figure 15 is pile hammer axial line and concrete-pile axial line coincidence status schematic diagram provided by the invention.
Figure 16 is pile-driving method flow diagram provided by the invention.
In figure, piling platform 1, sliding block 2, translation driving device 3, fixed rack 31, driven in translation oil cylinder 32, limit frame 4,
Movable clamping block 41, sliding drive mechanism 42, U-shaped taper guide part 43, mechanical arm 5, oriented plate 51, pin 6, concrete
Stake a, deck in ship structure 10, pile driving position adjusting bracket 20, limiting slot 200, translational drive mechanism 30, oil cylinder 300, adjust slide 40,
Sliding slot 400, triangle reinforcing rib 402, rail wheel 403, I-shaped steel 40a, reinforces steel plate 40b, sliding bar at web beam 401
50, piling machine 100, hang a machine 7, lateral sliding piling manipulator 200, piling equipment 201.
Specific embodiment
Below be invention specific embodiment and in conjunction with attached drawing, technical scheme of the present invention will be further described, but
Invention is not limited to these embodiments.
Embodiment one
As shown in figs. 14-15,
A kind of pile driving equipment includes hull, be equipped in the deck in ship structure 10 of hull along 10 length direction of deck in ship structure according to
The piling machine 100 of secondary setting and a machine 7 is hung, as shown in Fig. 1 and Fig. 3 and Fig. 6-7, piling machine 100 includes and deck in ship structure 10
The pile driving position adjusting bracket 20 that level is slidably connected, pile driving position adjusting bracket 20 includes several longitudinal I-steel, and is connected to
Lateral I-steel between adjacent two longitudinal I-steel, longitudinal I-steel and lateral I-steel form multiple intervals and are uniformly distributed
Polygonal through hole, longitudinal I-steel and lateral I-steel are welded to connect.Whole structural strength can be improved in it to this structure,
At the same time it can also save material and reduce whole weight.
Hanging a machine 7 includes that mobile platform and setting hanging on a mobile platform and are connected to the lifting hung on pile frame at pile frame
Hook.Mobile platform is rectangular platform, is separately connected idler wheel, guide rail of the idler wheel in deck in ship structure in each corner of mobile platform
Upper walking, mobile platform and deck in ship structure are connected by chain drive structure, the mobile driving method and adjusting slide of mobile platform
40 mobile driving method is consistent.Secondly, hanging a machine 7 belongs to the prior art.
Piling machine 100 and to hang a machine 7 mobile respectively along 10 length direction of deck in ship structure.
As shown in Figure 1, Figure 2 and Figure 3,
And the translational drive mechanism that the opposite deck in ship structure 10 of the driving pile driving position adjusting bracket 20 slides back and forth horizontally
30, translational drive mechanism 30 drives 20 part of pile driving position adjusting bracket to extend out to outside deck in ship structure 10 and in hanging setting, works as chance
To bank phytal zone when, at this time translational drive mechanism 30 starting then drives 20 part of pile driving position adjusting bracket to extend out to hull
Deck 10 is outer and in hanging setting, and then position also becomes the piling equipment on pile driving position adjusting bracket 20 being arranged at this time together
Change, can be carried out piling construction behind the position that piling equipment reaches setting, not only increase piling construction efficiency, but also
Piling construction cost is significantly reduced, meanwhile, the phenomenon that also having prevented damage bank plant, design more rationally and meets piling
Construction requirement.
Pile driving position adjusting bracket 20 is in rectangle and is located in the adjusting slide 40 being in U-shape, pile driving position adjusting bracket 20 and tune
Section slide 40 is slidably connected, and is respectively equipped with sliding slot 400 in the interior two sides for adjusting slide 40, pile driving position adjusting bracket 20 is opposite
Two sides inserted in the sliding slot 400 respectively.
Secondly, pile driving position adjusting bracket 20 is to adjust 40 length of slide from the partial-length that the opening of slide 40 is stretched out is adjusted
1/3 or 1/4 or 1/5.
Butter etc. lubricator is coated in sliding slot 400, and pile driving position adjusting bracket 20 can be improved and adjusts slide 40
Mutual sliding regularity and stability, and avoid the excessive caused serious wear phenomenon that rubs.
Prioritization scheme is equipped with sliding rail on the two sides cell wall of sliding slot 400.
As shown in figures 1 and 3,
Translational drive mechanism 30 is fixed on adjusting slide 40 and translational drive mechanism 30 drives pile driving position adjusting bracket 20
Part extend out to the opening for adjusting slide 40 and extends to outside deck in ship structure 10.Specifically, translational drive mechanism 30 includes fixing
In at least one oil cylinder 300 for adjusting 40 middle part of slide, telescopic rod and pile driving position adjusting bracket 20 connection of oil cylinder 300.
As shown in figure 3,
It is adjusting the upper surface of slide 40 and is being located at the one end for adjusting the opening of slide 40 equipped with reinforcement structure, reinforcement structure is used
In the outward opening expansion for preventing from adjusting slide 40.Further, which includes web beam 401, web beam 401
One end and one end upper surface for adjusting slide 40 be welded to connect, the other end of web beam 401 and the adjusting slide
40 other end upper surface is welded to connect.
In one end of web beam 401 and adjusting 40 one end upper surface of slide and the other end of web beam 401
Triangle reinforcing rib 402 is also respectively connected with the other end upper surface for adjusting slide 40；As shown in figure 5, the adjusting
Slide 40 includes three sequentially connected I-shaped steel 40a, wherein two I-shaped steel are oppositely arranged, in two phases
The I-shaped steel lower surface of setting is connected with and reinforces steel plate 40b.
In addition, rail wheel 403 is connected separately with adjusting 40 four corners of slide, on rail wheel 403 and deck in ship structure 10
Rail cooperation, and the rotation of the driving rail wheel 403 adjusts iron of the slide 40 with respect to the movement of deck in ship structure 10 to force
Rail actuation.Rail actuation includes positioned at the drive shaft for adjusting 40 1 long side of slide, and drive shaft passes through chain
Drive mechanism is connect with retarder, and retarder is connected to motor, and the both ends of drive shaft pass through on sprocket wheel and deck in ship structure 10
Transmission chain engagement connection.
As shown in Fig. 1 and Figure 10-13,
It is connected with lateral sliding piling manipulator 200 in the free end of pile driving position adjusting bracket 20, and is mounted on piling
Piling equipment 201 on position adjusting bracket 20, lateral sliding piling manipulator 200 drive concrete-pile a mobile and force coagulation
The axial line of native stake and the pile hammer axial line of piling equipment 201 are overlapped.
This lateral sliding piling manipulator 200 includes connecting in horizontally disposed sliding block 2 and sliding block 2 and translation driving device 3
It connects, specifically, which includes the fixed rack 31 being slidably connected with sliding block 2, and fixed rack 31 is fixed on piling
One end end of platform 1 is connected with the translation connecting with sliding block 2 on one end end of piling platform 1 or fixed rack 31 and drives
Dynamic oil cylinder 32.
Driven in translation oil cylinder 32 drives sliding block 2 to walk on fixed rack 31, and the home position of sliding block 2 is not in pile hammer
Underface, concrete-pile at this time then can the vertical drop under the handling for hanging a machine, without artificially assisting and can keep away
Exempt from pile hammer interference phenomenon.
Fixed rack 31 is I-shaped track, and the sliding block 2 is concave shape sliding block, and sliding block 2 and fixed rack 31 are mutual
Matching.
Certainly, translation driving device 3 can also be with piling 1 one end end of platform sliding slot, 2 part of sliding block is stuck in sliding slot
It is interior and be slidably connected with sliding slot, the push action cylinder connecting with the sliding block 2 is connected on piling platform 1.
Limit frame 4 and one end and sliding block 2 or the hinged mechanical arm 5 of limit frame 4, mechanical arm 5 are connected on sliding block 2
It is hinged by articulated shaft and sliding block 2 or limit frame 4.
Detachable connection structure, Detachable connection structure packet here are equipped between the other end and limit frame 4 of mechanical arm 5
The male-female engagement portion one that 5 other end of mechanical arm is set is included, is equipped with bumps far from one end end of sliding block 2 in limit frame 4
Auxiliary section two, male-female engagement portion one and male-female engagement portion two cooperate, and are inserted in one He of male-female engagement portion from top to bottom
Pin 6 in male-female engagement portion two.
Male-female engagement portion one is the tenon that 5 other end of mechanical arm is arranged in, and male-female engagement portion two is that setting is limiting
Cooperation locating slot of the frame 4 far from 2 one end end of sliding block, tenon are stuck in cooperation locating slot, and vertical holes one is equipped on tenon,
Limit frame 4 is equipped with vertical holes two far from 2 one end end of sliding block, and pin 6 runs through vertical holes one and vertical holes two.
6 upper end of pin is connected with hanging ring, convenient for connecting and detaching pin upwards.
The other end and limit frame 4 when mechanical arm 5 are equipped between mechanical arm 5 and limit frame 4 by being detachably connected knot
For the position limiting structure that is limited to concrete-pile a after structure connection, the driving of translation driving device 3 setting is in sliding block 2 to piling
Axial line that is mobile and forcing concrete-pile and pile hammer axial line are overlapped immediately below hammer.
Prioritization scheme, limit frame 4 are in U-shape, and the other end of mechanical arm 5 is connected with limit frame 4 by Detachable connection structure
Closed limitation space is formed inside limit frame 4 and mechanical arm 5 afterwards.
Specifically, position limiting structure includes the movable clamping block 41 in the limit frame 4, movable clamping block 41 and sliding
Driving mechanism 42 connects, and 42 driving activity clamping block 41 of sliding drive mechanism is close to mechanical arm 5 or far from mechanical arm 5, coagulation
Native stake a is inserted between movable clamping block 41 and mechanical arm 5.
The both ends medial surface of movable 41 both ends of clamping block and limit frame 4 is slidably connected.Further, in movable clamping block 41
Both ends be equipped with male part, the slide-and-guide being caught in one by one for the male part is respectively equipped on the inside of the both ends of limit frame 4
Slot, being slidably connected of the two can extend movable clamping block 41 service life and raising activity clamping block 41 movement it is steady
It is qualitative.
In addition, being equipped with U-shaped taper guide part 43 in 4 upper end end face of limit frame.Inclination is equipped on 5 upper end end face of mechanical arm
Guide plate 51, the U-shaped taper guide part 43 and oriented plate 51 are spliced to form after limit frame 4 and the connection of mechanical arm 5
Conical guiding sleeve.It can form conical opening to this mode, for the lower stake guiding to concrete-pile.
The working principle of the present embodiment is as follows:
Driven in translation oil cylinder 32 drives sliding block 2 to walk on fixed rack 31, and the home position of sliding block 2 is not in pile hammer
Underface, 4 mechanical arm 5 of limit frame at this time links together, and concrete-pile then can be vertical under the handling for hanging a machine
It falls and enters in the limitation space of 4 mechanical arm 5 of limit frame formation, mechanical arm 5 is equivalent to base position, in mechanical arm 5
Inner surface is equipped with will simultaneously mix with the matched concave-convex fit structure one in one side of concrete-pile, the movement of recycling activity clamping block 41
Solidifying soil stake locking, the inner surface of movable clamping block 41 be equipped with the matched concave-convex fit structure two in concrete-pile the other side,
One side of concrete-pile and the other side of concrete-pile are two opposite sides；
The machine lifting rope that hangs at this time relaxes, and it is mobile that sliding block 2 is forced under the driving of translation driving device 3, and finally make to mix
The axial line and pile hammer axial line of solidifying soil stake are overlapped, and then disassembly hangs a machine lifting rope and carries out piling work.
As illustrated in figs. 1-16, pile-driving method includes the following steps:
S1, stake is hung, is sling the upper end concrete-pile a by the machine 7 that hangs being fixed in deck in ship structure 10, and hang a machine 7
Concrete-pile a is hoisted at the piling machine 100 being fixed in deck in ship structure 10；
S2, stake is fed, the piling machine 100 in S1 step includes that the pile driving position being slidably connected with 10 level of deck in ship structure is adjusted
Frame 20, and the translational drive mechanism 30 that the opposite deck in ship structure 10 of the driving pile driving position adjusting bracket 20 slides back and forth horizontally,
Translational drive mechanism 30 drives 20 part of pile driving position adjusting bracket to extend out to outside deck in ship structure 10 and in hanging setting, in piling position
The free end for setting adjusting bracket 20 is connected with lateral sliding piling manipulator 200, and is mounted on pile driving position adjusting bracket 20
Piling equipment 201 hangs a machine 7 and the lower end of concrete-pile a is hoisted to right above lateral sliding piling manipulator 200 and is forced mixed
Solidifying soil stake a is vertically down into lateral sliding piling, in manipulator 200, lateral sliding piling is with manipulator 200 by concrete-pile a
It grips vertically, the lifting rope relaxation for hanging a machine 7 and lateral sliding piling manipulator 200 drives concrete-pile a to piling equipment
201 underface side is mobile, and when the pile hammer axial line of the axial line of concrete-pile and piling equipment 201 is overlapped, lateral sliding is beaten
Stake manipulator 200 stops the lower end mobile and concrete-pile a and riverbed contact or there are spacing；
S3, piling, lateral sliding piling unclamped with manipulator 200 and lateral sliding piling with manipulator 200 and concrete-pile a it
Between there are gaps, then the pile hammer of piling equipment 201 constantly hits the upper end concrete-pile a end face and concrete-pile a is forced to beat
Enter into riverbed, that is, complete piling.
When concrete-pile run-off the straight during piling, can be rectified by the mobile realization of pile driving position adjusting bracket 20
Just.
Embodiment two
The working principle and structure of the present embodiment are basically the same as the first embodiment, and unique different structure is: such as Fig. 8-9
Shown, the translational drive mechanism 30 includes several sliding bars 50 being slidably connected with 10 level of deck in ship structure, sliding bar 50
It is parallel to each other, several limiting slots 200 being caught in one by one for the sliding bar 50, piling is equipped on pile driving position adjusting bracket 20
Position adjusting bracket 20 is fixedly connected with sliding bar 50, and opposite 10 level of deck in ship structure of the driving sliding bar 50 is slided and compeled
One end of sliding bar 50 is set to be detached from the driver of deck in ship structure 10.A side pole is connected in the same end of sliding bar 50, driver is
The oil cylinder and multiple drivers of design, driver start work simultaneously and connect with side pole, then can drive the ship relatively of sliding bar 50
Body deck 10 is mobile, meanwhile, multiple guide grooves are designed in deck in ship structure 10, sliding bar 50, which is placed in guide groove and slides with guide groove, to be connected
It connects.
Embodiment three
The working principle and structure of the present embodiment are basically the same as the first embodiment, and unique different structure is: sliding bar
50 are slidably connected with pile driving position adjusting bracket 20.Having several groups and every group on pile driving position adjusting bracket 20 is two axial line weights
The sliding bar of conjunction is inserted into hole, inserts in the hole in each group of sliding bar and inserts in a sliding bar 50, and translational drive mechanism 30 is fixed
In deck in ship structure 10 and drive pile driving position adjusting bracket 20 mobile.
Example IV
The working principle and structure of the present embodiment are basically the same as the first embodiment, and unique different structure is: mechanical arm 5
It is connect with the wobble drive oil cylinder for driving it to swing.
Specific embodiment described herein is only an example for the spirit of the invention.The neck of technology belonging to the present invention
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Claims (10)
1. a kind of pile-driving method, which is characterized in that this pile-driving method includes the following steps:
S1, stake is hung, is sling concrete-pile (a) upper end by the machine (7) that hangs being fixed on deck in ship structure (10), and hang a machine
(7) concrete-pile (a) is hoisted at the piling machine (100) being fixed on deck in ship structure (10)；
S2, stake is fed, the piling machine (100) in S1 step includes adjusting with the horizontal pile driving position being slidably connected of deck in ship structure (10)
Frame (20), and the driving pile driving position adjusting bracket (20) is with respect to the driven in translation machine that deck in ship structure (10) slide back and forth horizontally
Structure (30), translational drive mechanism (30) driving pile driving position adjusting bracket (20) partially extend out to deck in ship structure (10) outside and in hanging
Setting, is connected with lateral sliding piling manipulator (200) in the free end of pile driving position adjusting bracket (20), and be mounted on piling
Piling equipment (201) on position adjusting bracket (20) hangs a machine (7) for the lower end of concrete-pile (a) and is hoisted to lateral sliding piling
With right above manipulator (200) and forcing concrete-pile (a) vertically down into in lateral sliding piling manipulator (200),
Lateral sliding piling is gripped concrete-pile (a) with manipulator (200) vertically, hangs the lifting rope relaxation of a machine (7) and lateral sliding
Piling drives concrete-pile (a) mobile to the underface side of piling equipment (201) with manipulator (200), when the axis of concrete-pile
Lateral sliding piling stops mobile and coagulation with manipulator (200) when the pile hammer axial line of heart line and piling equipment (201) is overlapped
The lower end of native stake (a) and riverbed contact or there are spacing；
S3, piling, lateral sliding piling is unclamped with manipulator (200) and lateral sliding piling manipulator (200) and concrete-pile (a)
Between there are gaps, then the pile hammer of piling equipment (201) constantly hits concrete-pile (a) upper end end face and forces concrete
Stake (a) is squeezed into riverbed, that is, completes piling.
2. a kind of pile-driving method according to claim 1, which is characterized in that in above-mentioned S2 step, the piling
Position adjusting bracket (20) is in rectangle and is located in the adjusting slide (40) being in U-shape, pile driving position adjusting bracket (20) and adjusting slide
(40) it is slidably connected, the translational drive mechanism (30) is fixed in adjusting slide (40) and translational drive mechanism (30) drives
Pile driving position adjusting bracket (20) partially extend out to the opening for adjusting slide (40) and extends to deck in ship structure (10) outside.
3. a kind of pile-driving method according to claim 2, which is characterized in that in the interior two sides for adjusting slide (40) point
Not She You sliding slot (400), the opposite two sides of pile driving position adjusting bracket (20) are inserted in respectively in the sliding slot (400).
4. a kind of pile-driving method according to claim 2, which is characterized in that the translational drive mechanism (30) includes solid
It is scheduled at least one oil cylinder (300) adjusted in the middle part of slide (40), the telescopic rod and pile driving position adjusting bracket (20) of oil cylinder (300)
Connection；Pile driving position adjusting bracket (20) is adjust slide (40) length 1/ from the partial-length that slide (40) opening is stretched out is adjusted
3 or 1/4 or 1/5.
5. a kind of pile-driving method according to claim 1, which is characterized in that in above-mentioned S2 step, the sideslip
Formula piling includes connecting in horizontally disposed sliding block (2) and sliding block (2) with translation driving device (3) with manipulator (200), in cunning
Limit frame (4) and one end and sliding block (2) or the hinged mechanical arm (5) of limit frame (4), mechanical arm (5) are connected on block (2)
The other end and limit frame (4) between be equipped with Detachable connection structure, equipped with working as machine between mechanical arm (5) and limit frame (4)
What the other end of tool arm (5) was used to limit concrete-pile (a) after connecting with limit frame (4) by Detachable connection structure
Position limiting structure, translation driving device (3) driving setting is mobile to pile hammer underface in sliding block (2) and forces the axis of concrete-pile
Heart line and pile hammer axial line are overlapped.
6. a kind of pile-driving method according to claim 5, which is characterized in that the limit frame (4) is in U-shape, mechanical arm
(5) limit is formed inside limit frame (4) and mechanical arm (5) after the other end is connected with limit frame (4) by Detachable connection structure
Space processed.
7. a kind of pile-driving method according to claim 6, which is characterized in that the position limiting structure includes being located at the limit
Movable clamping block (41) in frame (4) processed, movable clamping block (41) connect with sliding drive mechanism (42), sliding drive mechanism
(42) for driving activity clamping block (41) close to mechanical arm (5) or far from mechanical arm (5), concrete-pile (a) inserts in movable locking
Between block (41) and mechanical arm (5).
8. a kind of pile-driving method according to claim 6, which is characterized in that the translation driving device (3) include with
The fixed rack (31) that sliding block (2) is slidably connected, fixed rack (31) are fixed on one end end of piling platform (1), are driving piles
The driven in translation oil cylinder (32) connecting with sliding block (2) is connected on one end end of platform (1) or fixed rack (31).
9. a kind of pile driving equipment of pile-driving method described in a kind of -8 any one according to claim 1, including hull, feature exist
In, be equipped in the deck in ship structure (10) of hull the piling machine (100) set gradually along deck in ship structure (10) length direction and
It hanging a machine (7), piling machine (100) includes the pile driving position adjusting bracket (20) being slidably connected with deck in ship structure (10) level, and
Drive the pile driving position adjusting bracket (20) with respect to the translational drive mechanism (30) that deck in ship structure (10) slide back and forth horizontally, translation
Driving mechanism (30) driving pile driving position adjusting bracket (20) partially extend out to deck in ship structure (10) outside and in hanging setting, is driving piles
The free end of position adjusting bracket (20) is connected with lateral sliding piling manipulator (200), and is mounted on pile driving position adjusting bracket
(20) piling equipment (201) on, lateral sliding piling drive concrete-pile (a) mobile and force concrete with manipulator (200)
The axial line of stake and the pile hammer axial line of piling equipment (201) are overlapped.
10. a kind of pile driving equipment according to claim 9, which is characterized in that manipulator is used in the lateral sliding piling
(200) include being connect in horizontally disposed sliding block (2) and sliding block (2) with translation driving device (3), be connected on sliding block (2)
Limit frame (4) and one end and the hinged mechanical arm (5) of sliding block (2) or limit frame (4), the other end of mechanical arm (5) and limitation
It is equipped with Detachable connection structure between frame (4), the other end when mechanical arm (5) is equipped between mechanical arm (5) and limit frame (4)
Position limiting structure after being connected with limit frame (4) by Detachable connection structure for being limited to concrete-pile (a), translation are driven
Dynamic device (3) driving setting is mobile to pile hammer underface in sliding block (2) and forces the axial line and pile hammer axis of concrete-pile
Heart line is overlapped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910531350.3A CN110344413B (en) | 2019-06-19 | 2019-06-19 | Piling equipment and piling method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910531350.3A CN110344413B (en) | 2019-06-19 | 2019-06-19 | Piling equipment and piling method thereof |
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| Publication Number | Publication Date |
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| CN110344413A true CN110344413A (en) | 2019-10-18 |
| CN110344413B CN110344413B (en) | 2021-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910531350.3A Active CN110344413B (en) | 2019-06-19 | 2019-06-19 | Piling equipment and piling method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113981969A (en) * | 2021-11-30 | 2022-01-28 | 中国矿业大学 | Guardrail pile driver capable of intelligently taking and positioning piles and working method |
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| WO2012017296A1 (en) * | 2010-08-04 | 2012-02-09 | Geomec Di Passalacqua Mirko | Pole setting machine for excavators and an excavator comprising said machine |
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN204078022U (en) * | 2014-08-06 | 2015-01-07 | 杨炎林 | Rivers waterway revetment construction Special engineering ship |
| CN107663859A (en) * | 2017-11-08 | 2018-02-06 | 罗万友 | Piling machine |
| CN108005047A (en) * | 2017-12-07 | 2018-05-08 | 罗万友 | The piling machine of anti-tidal bore |
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|---|---|---|---|---|
| WO2012017296A1 (en) * | 2010-08-04 | 2012-02-09 | Geomec Di Passalacqua Mirko | Pole setting machine for excavators and an excavator comprising said machine |
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN204078022U (en) * | 2014-08-06 | 2015-01-07 | 杨炎林 | Rivers waterway revetment construction Special engineering ship |
| CN107663859A (en) * | 2017-11-08 | 2018-02-06 | 罗万友 | Piling machine |
| CN108005047A (en) * | 2017-12-07 | 2018-05-08 | 罗万友 | The piling machine of anti-tidal bore |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113981969A (en) * | 2021-11-30 | 2022-01-28 | 中国矿业大学 | Guardrail pile driver capable of intelligently taking and positioning piles and working method |
| CN113981969B (en) * | 2021-11-30 | 2024-04-26 | 中国矿业大学 | Intelligent pile taking and positioning guardrail pile driver and working method |
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| Publication number | Publication date |
|---|---|
| CN110344413B (en) | 2021-05-18 |
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