Piling machine
Technical field
The utility model is related to a kind of rivers and lakes river seashore dike engineerings more particularly to a kind of rivers and lakes river seashore dike engineering piling to apply
The piling machine of work.
Background technology
In current rivers,lakes and seas bunding engineering, using concrete pile body when components build bunding protecting wall, need in river
The bunding in river and lake sea carries out piling construction, in practice, during bunding engineering construction frequently with piling guide device be simple and crude length
Square frame structure during constructing operation, which is first nested in the fixing component of engineering starting point, then inserts pile body
Enter and soil is squeezed into frame structure, next again squeeze into adjacent pile body to be stitched together in soil side by side, but use this
When kind of frame structure is oriented to piling construction, the single easy left-right of pile body, it is difficult to be accurately positioned and therefore cause stake and stake it
Between be difficult to splice, therefore construction efficiency is very low, project progress is slow, more seriously influence bunding construction quality;Moreover, the guiding
Device is simple and crude and heavy, and when construction is difficult to automatic moving, and loop wheel machine cooperation is needed to lift again, further influences construction speed.
Also have and constructed using dedicated working ship to channel revetment, as Patent No. ZL201420439985.3 is (public
Accuse number be CN204078022U) Chinese utility model patent《Rivers navigation channel loke shore construction Special engineering ship》Disclose such one
Kind constructing device, including hull, stent and piling equipment on hull, although this working ship is to the road of river two sides
It is required that it is relatively low, and cofferdam need not be set, but because of ship in water, inevitably shake during construction, during stake piling is hung, with
The stent of ship easily shakes, and is not easy to position, and pile body is difficult to position, is difficult to splice, thus there are still construction speed it is slow, piling precision it is low
The defects of.At present still without energy precise positioning in favor of pile body splicing, the guiding mechanism of raising construction quality in engineering practice.
It is also constructed using walking-type pile driver to channel revetment, as Patent No. ZL201110269494.X is (public
Accuse number be CN102425165B) Chinese invention patent《A kind of pile driver for embankment》Such a piling machine is disclosed, including beating
Stake machine ontology, piling machine ontology include first hoist, second hoist, mast, support oil cylinder, dynamical system, hydraulic system,
Electrical system, the mast are hammered into shape equipped with tubular diesel, and the tubular diesel hammer is connected by steel wire rope with first hoist,
It is characterized in that, be additionally provided with revolving platform, travelling platform, revolving platform is equipped with auxiliary loop wheel machine, is set below the revolving platform
There is vertical shift mechanism, the vertical shift mechanism is connected by central rotary support mechanism with revolving platform, the side of the vertical shift mechanism
Equipped with Auxiliary support ship;The both ends of the revolving platform are respectively equipped with transverse-moving mechanism, and the transverse-moving mechanism is connected with support oil cylinder;
Strut and amplitude oil cylinder are equipped between the mast and revolving platform;The travelling platform is flexibly connected by plurality of steel plates.
This walking-type pile driver, because of the rotation of revolving platform, causes the concrete-pile sling easily to shake during stake is hung
Dynamic not perfectly flat steady, this has operator very high skill set requirements, is in addition unfavorable for hanging concrete-pile in place, hangs stake and spends the time
It is long.
Further more, during this walking-type pile driver work, need to stack many concrete to be driven piles in advance on original bank
Concrete-pile, to ensure that this physical efficiency of piling machine is lifted to concrete-pile, need to be deposited near the edge position on original bank by stake
It puts, the weight of single concrete-pile is very heavy, if stacking more concrete-piles close to original bank edge placement simultaneously, newly
Bunding do not construct completion, be here likely to damage old bunding, in many cases, repair what is damaged
Bunding expense, which is often more than, builds new shore protection, loses more than gain.If being damaged to ancient bunding, there are unrepairable can
Energy.In addition existing walking mechanism is mostly using chain or linear bearing structure, and such mechanism walks in river, the mud in river
Husky or small stone easily blocks chain or linear bearing, leads to the failure of walking mechanism.
When bank protection construction is carried out in the river of the ladder bunding with upper bunding and lower bunding, because lower bunding is possible to quilt
Water submerged, and lower bunding intensity is also inadequate, therefore be not suitable for stacking concrete-pile and walking engineering truck on lower bunding, also
To say that concrete-pile is only suitable for being deposited on bunding, so the walking-type pile driver in the river apart from upper bunding position very
Far, piling machine cannot sling the concrete-pile being placed on upper bunding, therefore existing walking-type pile driver is not suitable for specific
It constructs in the river of upper bunding and lower bunding.
Utility model content
Technical problem to be solved in the utility model be for the above-mentioned prior art present situation and provide and a kind of hanging a mistake
Cheng Zhong, it is ensured that the piling machine that concrete-pile does not shake, the piling machine have the advantages that hang stake efficient.
Technical solution is used by the utility model solves above-mentioned technical problem:A kind of piling machine, including installing
The main platform of a pile driving equipment is hung, the bottom of main platform is equipped with to be supported on the support construction in river, described to hang stake piling
Equipment includes travelling platform and revolving platform, it is characterised in that:The travelling platform is placed on main platform can be along the length of main platform
It slides and can be positioned on degree direction, the revolving platform is rotatably installed on travelling platform and travelling platform can carry out relatively
360 degree rotation, revolving platform are equipped with the lifting appliance concrete-pile and hydraulic pile hammer to be sling, the revolving platform
Forepart on be equipped with can opening and closing robot device, which can embrace the concrete-pile sling after closing up, and
Robot device can be rotated with revolving platform.
Preferably, above-mentioned robot device is included between left and right every pair two mechanical arms set and two mechanical arm oil cylinders,
The inner end of mechanical arm is hinged on the forepart of revolving platform, and the cylinder body of mechanical arm oil cylinder is hinged on the forepart of revolving platform, mechanical arm
It is hinged in the middle part of the cylinder rod of oil cylinder and the mechanical arm of corresponding side.
It is further improved, the madial wall of above-mentioned mechanical arm is equipped with the preceding rolling limited to the front end face of concrete-pile
Wheel and to the side wheel that the side of concrete-pile is constrained, is additionally provided between two mechanical arms to concrete-pile
The rear roller that rear end face is limited, rear roller are driven by driving structure and can be moved forward and backward to determine the rear end with concrete-pile
Whether face contacts.The pact on front-rear direction can be carried out to the concrete-pile being sandwiched between mechanical arm by front wheel and rear roller
Beam, the setting of side wheel move down, and rear roller can be moved forward and backward conducive to concrete-pile relative mechanical arm, can be suitble to not have to thickness in this way
The pile-type of degree.
Above-mentioned driving structure includes outer tube, inner sleeve and drive cylinder, and outer tube is fixed on revolving platform, inner sleeve
It is plugged in outer tube and can be slid before and after opposite outer tube, the rear roller is arranged on the outer end of inner sleeve, the support oil
The cylinder body of cylinder is fixed in outer tube, and the piston rod of support cylinder is then stretched into inner sleeve and connect with inner sleeve.Certainly also may be used
Directly to be connect with drive cylinder with rear roller, the cross-sectional area of inner sleeve is more than the cross-sectional area of piston rod, effectively prevent living
Stopper rod is bent in the case of larger shearing force to be even broken, and extends the service life of drive cylinder.
It is further improved, above-mentioned lifting appliance includes first hoist, second hoist, third hoist engine, mast, mast
Lower end be hinged on revolving platform, the first hoist sets concrete-pile to hang, and the hoist engine sets hydraulic pressure to hang
Pile hammer, third hoist engine is to elevation mast.The lifting appliance uses two hoist engines, and corresponding hang sets concrete-pile respectively,
With hang the effect that sets hydraulic pile hammer, after hanging stake in place, hydraulic pile hammer quickly can accordingly be moved to stake top, drive piles,
Its working efficiency greatly increases, and in addition also has the third hoist engine to elevation mast, under strong wind weather, can put mast
Under.
It further improves, the front end of above-mentioned main platform is equipped with extended being pre-placed concrete-pile forward
Access bridge platform, in use, the access bridge platform may extend to the top of bunding and vacantly set.In use, the access bridge platform extends
It sets to the top of bunding and vacantly.The stake that will can first beat in this way is hung to access bridge platform from bank and puts well, and access bridge platform hangs
Sky setting will not cause stress the bunding in neighbouring river, can be deposited in concrete-pile far from the position for hanging a pile driving equipment,
The bunding in the neighbouring river of protection, while access bridge platform slings stake convenient for the pile driving equipment that hangs on main platform close to main platform
Piling operation is carried out to pile driving position.
The concrete-pile being placed on for convenience on access bridge platform is sling, and above-mentioned access bridge platform is equipped with the length along access bridge platform
Spend the guide rail of direction setting, guide rail is equipped with can opposite rail sliding and to shelve the first trolley of concrete-pile and second small
Vehicle, the first trolley and the second trolley time interval setting, and the second trolley compared to the first trolley closer to main platform, it is described to draw
Bridge platform is equipped with the limiting component limited to the Forward of the first trolley, and second trolley is tied by removable lining positioning
Structure is fixed on guide rail.Concrete-pile is hung to access bridge platform on bank, and is respectively rested on the rear and front end of concrete-pile
On first trolley and the second trolley, because the second trolley is fixed, the first trolley moves, when the pile driving equipment that hangs on main platform will
The rear end of stake is first sling, and during being slowly lifted, under the frictional force effect of the rear end of stake and the first trolley, the first trolley can be with
With a distance is moved behind the rear end of stake, in this process, the first trolley supports the rear end of stake always, until stake is sling
To certain altitude, the first trolley is just left in the rear end of stake, entirely by stake hoisting process, stake will not directly connect with access bridge platform
It touches, and is rolling friction between the first trolley and access bridge platform, conducive to the lifting of stake, while the rear end of stake will not be caused to damage
It is bad.After the completion of lifting, worker can be by pulling the rope that be connect with the first trolley, by limiting component by the first trolley on bank
It resets, treats that lower pile is placed.According to the length of piles with different, can by adjusting the distance between the second trolley and the first trolley, with
It adapts to respectively.
Preferably, above-mentioned support construction includes more supporting legs, more supporting legs are divided into left and right two rows, and often row is respectively provided with
The supporting leg of multiple time intervals setting and form multiple row, and supporting leg or so is arranged in a one-to-one correspondence.The cloth of the supporting leg
Office can the entire platform of more uniform support.
It is further improved, above-mentioned supporting leg includes upper supporting leg, lower supporting leg and support cylinder, and upper supporting leg is fixed on main platform
On, the upper end of lower supporting leg is plugged in upper supporting leg and can be slid above and below opposite upper supporting leg, and the cylinder body of the support cylinder is fixed on
In upper supporting leg, the piston rod of support cylinder is then stretched into lower supporting leg and is connect with lower supporting leg.This support leg structure is scalable, in this way
Support leg length is adjusted in the river that different depth can be directed to, and platform flexibility is stronger, in addition support cylinder in this structure
Piston rod be not directly to be contacted with ground, but contacted by lower supporting leg with ground, the cross-sectional area of lower supporting leg, which is more than, lives
The cross-sectional area of stopper rod effectively prevent piston rod bending in the case where height bears a heavy burden even to be broken, extends the use of support cylinder
Service life, while can also extend the collapsing length of supporting leg.
It is further to improve, wherein having two to be disbursed from the cost and expenses in support leg below each column supporting leg is respectively provided with a walking machine
Structure, each step moving mechanism include two pieces of sliding blocks, a block length substrate and walking oil cylinder, two pieces of sliding blocks and are separately fixed at the row
Two lower supporting leg bottom ends in supporting leg, and be connected between two pieces of sliding blocks by connecting rod, the long substrate is equipped with walking rail
Road, two pieces of sliding blocks are mounted on walking track to slide along walking track by guide groove guide rail structure, the walking oil cylinder
Cylinder body is fixed therein on one piece of sliding block, and the piston rod for oil cylinder of walking is connected on walking track.The mechanism causes entire platform
It can walk in river, because the walking mechanism is using the progress of slide plate sliding slot fit structure, entire mechanism does not use chain
Or linear bearing structure, i.e. silt or small stone of this walking mechanism in by river are influenced very little, can effectively ensure vehicle with walking machine
The normal work of structure.
It is further improved, the lower supporting leg bottom end in other supporting legs other than being equipped with step moving mechanism is respectively and fixedly provided with
Short substrate.The setting of substrate increases the contact area on supporting leg and ground, prevents supporting leg from getting deeply stuck in river bottom surface.To enable supporting leg
The heavy burden that it is effectively supported to be located on platform, above-mentioned supporting leg share six row, and step moving mechanism is arranged on to be counted from front to back
On the supporting leg of secondary series and the 5th row.To ensure the synchronism of two pieces of sliding block slidings, the cylinder of above-mentioned walking oil cylinder, which is worn, to be set simultaneously
The middle part of one piece of sliding block is fixed therein, the connecting rod there are two, positioned at the left and right sides of walking oil cylinder.
It further improves, to make winner's platform that can realize the steering of low-angle, above-mentioned long substrate in the process of walking
With being rotatably coupled to together centrally through vertically arranged shaft for walking track, between the long substrate and walking track
Equipped with resetting structure, under twisting force, the long substrate can deflect an angle with respect to walking track, in the shape of external force revocation
Under state, the resetting structure enables the opposite walking track of long substrate to be reset to home position.When needing to turn to, will first it be not provided with
The supporting leg of step moving mechanism rises, the row walking machine in two supporting legs of the row equipped with step moving mechanism
Structure acts, i.e., the walking cylinder action of one of step moving mechanism, the sliding block synchronization-sliding that this is driven to be disbursed from the cost and expenses in support leg,
Because the sliding block of another step moving mechanism is held in place, frictional force and a walking oil between long substrate and ground
Under the thrust of cylinder, the relatively long substrate of walking track in two step moving mechanisms planar deflects an angle,
(main platform and access bridge platform original position) is inclined in the original location for relatively long substrate institute together for i.e. entire main platform and access bridge platform
Turn an angle, then other supporting leg supporting descendings are on ground, then again by the supporting leg liter equipped with step moving mechanism
Rise, long substrate returns back to original position under the action of resetting structure, original position be usually the axis of long substrate along its length with
The parallel position of the axis of walking track along its length.
Alternatively, above-mentioned resetting structure includes four resetting springs, and four pieces of gears upwardly extended are fixed on long substrate
Plate, the front and rear sides for track of walking are respectively provided with two pieces of baffles, and two pieces of described baffles positioned at walking track homonymy or so
It is arranged at intervals, a resetting spring is supported by between the respective side walls for track of walking per block baffle.The structure will reply
Power is by four spring shareds, and stress is more steady, naturally it is also possible to using torsional spring structure.
Compared with prior art, the utility model has the advantage of:It is equipped on the forepart of revolving platform can opening and closing
Robot device, which can embrace the concrete-pile sling after closing up, and robot device can be flat with revolution
Platform rotates together, so that during stake is hung, concrete-pile will not shake, and can more rapidly hang in place stake, greatly improve
Piling efficiency.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model embodiment;
Fig. 2 is the utility model embodiment scene usage state diagram;
Fig. 3 is the dimensional structure diagram that a pile driving equipment is hung in the utility model embodiment;
Fig. 4 (hangs stake and clamped shape to hang the dimensional structure diagram of a pile driving equipment in the utility model embodiment
State);
Fig. 5 is the driving structure schematic diagram of rear roller in the utility model embodiment;
Fig. 6 is the dimensional structure diagram of terrace part in the utility model embodiment;
Fig. 7 is the dimensional structure diagram of step moving mechanism in the utility model embodiment;
Fig. 8 is the dimensional structure diagram that concrete-pile is placed under access bridge platform status by the utility model embodiment;
Fig. 9 is the side view that concrete-pile is placed under access bridge platform status by the utility model embodiment;
The A that Figure 10 is Fig. 9 goes out enlarged drawing;
Figure 11 is the structure diagram of support leg structure in the utility model embodiment;
Figure 12 is the dimensional structure diagram under the utility model embodiment and rotational angle state;
Figure 13 is enlarged drawing at the B of Figure 12;
Figure 14 is enlarged drawing at the C of Figure 12.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing embodiment.
It is a preferred embodiment of the utility model as shown in Fig. 1~14.
A kind of piling machine, including to install the main platform 1 for hanging a pile driving equipment, the bottom of main platform 1 is equipped with to prop up
Support the support construction in river.
As shown in figures 1-4, it hangs a pile driving equipment and includes travelling platform 11 and revolving platform 12, travelling platform 11 is placed in master
It can slide and can be positioned along the length direction of main platform 11 on platform 1, revolving platform 12 is rotatably installed in travelling platform 11
It is upper and can opposite travelling platform 11 carry out 360 degree rotation, revolving platform 12 be equipped with control room 13 and to by concrete-pile 4 and
The lifting appliance that hydraulic pile hammer 14 is sling.The robot device 15 of energy opening and closing, the machine are installed on the forepart of revolving platform 12
Tool arm device 15 can embrace the concrete-pile 4 sling, and robot device 15 can be revolved with revolving platform 12 after closing up
Turn.Robot device 15 is included between left and right every pair two mechanical arms 151 set and two mechanical arm oil cylinders 152, mechanical arm 151
Inner end is hinged on the forepart of revolving platform 12, and the cylinder body of mechanical arm oil cylinder 152 is hinged on the forepart of revolving platform 12, mechanical arm oil
The cylinder rod of cylinder 152 and 151 middle part of mechanical arm of corresponding side are hinged.
The madial wall of mechanical arm 151 is equipped with the front wheel 153 limited to the front end face of concrete-pile 4 and to mixed
The side wheel 154 that the side of soil stake 4 is constrained is coagulated, is additionally provided between two mechanical arms 151 to the rear end face to concrete-pile 4
The rear roller 155 limited, the right position of side wheel 154 can be designed to adjustable structure, and rear roller 155 is by driving
Whether structure drives and can be moved forward and backward to determine that the rear end face with concrete-pile 4 contacts.Driving structure includes outer tube 22, interior
Casing 23 and drive cylinder 20, as shown in figure 5, outer tube 22 is fixed on revolving platform 1, inner sleeve 23 is plugged in outer tube
It can slide in 22 and before and after opposite outer tube 22, the cylinder body 201 of support cylinder 20 is fixed in outer tube 22, support cylinder 20
Piston rod 202 then stretch into inner sleeve 23 and connect with inner sleeve 23.
As shown in figures 1-4, lifting appliance includes first hoist 16, second hoist 17, third hoist engine 19, mast
18, the lower end of mast 18 is hinged on revolving platform 12, and first hoist 16 sets concrete-pile 4 to hang, second hoist 17
Hydraulic pile hammer 14 or other similar pile driving equipments, such as vibrohammer are set to hang, third hoist engine 19 is to elevation mast
18.The lifting method of each hoist engine can refer to the prior art.It is additionally provided with to hang hydraulic pile hammer on revolving platform 12
14 montant 121 is not easy to shake under 14 idle state of hydraulic pile hammer in this way.
As shown in Fig. 6,8,9,12, the front end of main platform 1 is equipped with extended being pre-placed concrete-pile 4 forward
Access bridge platform 2, in use, the access bridge platform 2 may extend to the top of bunding and vacantly set.Main platform 1 and access bridge platform
2 can be the frame structure built by steel, and the top surface of main platform 1 and access bridge platform 2 is equipped with steel grating, and steel grating is in drawing
In do not show.
As shown in Fig. 6,8,9,12, access bridge platform 2 is equipped with the guide rail 3 set along the length direction of access bridge platform 2, leads
Rail 3 is equipped with energy opposite rail 3 and slides and to shelve the first trolley 5a of concrete-pile 4 and the second trolley 5b, the first trolley
5a and the setting of the second trolley 5b time intervals, and the second trolley 5b compared to the first trolley 5a closer to main platform 1, access bridge platform
2 are equipped with the limiting component 21 limited to the Forward of the first trolley 5a, and the second trolley 5b passes through removable lining location structure
Fixed existing way can be used in removable lining location structure on guides 3, as pin is fixed or anchor ear is fixed etc..
As shown in Fig. 6~14, support construction includes more supporting legs 6, and more supporting legs 6 are divided into left and right two rows, and often row is each
Multiple row is formed, and supporting leg 6 is arranged in a one-to-one correspondence respectively equipped with the supporting leg 6 that multiple time intervals are set.Supporting leg 6
Including upper supporting leg 61, lower supporting leg 62 and support cylinder 63, upper supporting leg 61 is fixed on main platform 1, positioned at the same of main 1 lower section of platform
It is linked together between the upper supporting leg 61 of one row by connecting pole 65, the upper end of lower supporting leg 62 is plugged in upper supporting leg 61 and can phase
Upper supporting leg is slid about 61, the cylinder body 631 of the support cylinder 63 is fixed in upper supporting leg 61, the piston rod of support cylinder 63
632 are stretched into lower supporting leg 62 and are connect with lower supporting leg 62.
Wherein there are two to be disbursed from the cost and expenses support leg 6, the lower section of each column supporting leg 6 is respectively provided with a step moving mechanism, in addition to being equipped with
62 bottom end of lower supporting leg in other supporting legs 6 outside step moving mechanism is respectively and fixedly provided with short substrate 64, and supporting leg 6 shares six
Row, step moving mechanism are arranged on the supporting leg 6 for counting secondary series and the 5th row from front to back.
Each step moving mechanism includes two pieces of sliding blocks 7, a block length substrate 8 and walking oil cylinder 9, two pieces of sliding blocks 7 and distinguishes
Two lower 62 bottom ends of supporting leg that this is disbursed from the cost and expenses in support leg 6 are fixed on, and are connected between two pieces of sliding blocks 7 by connecting rod 71, the length
Substrate 8 is mounted on walking track 81 by guide groove guide rail structure and walked and energy edge equipped with walking track 81, two pieces of sliding blocks 7
Track 81 slides, and the cylinder body 91 of the walking oil cylinder 9 is fixed therein on one piece of sliding block 7, and the piston rod 92 of walking oil cylinder 9 connects
On walking track 81.The cylinder body 91 of walking oil cylinder 9 wears and is fixed therein the middle part of one piece of sliding block 7, and connecting rod 71 has two
Root, positioned at the left and right sides of walking oil cylinder 9.
Long substrate 8 and walking track 81 are the plate body of rectangular-shape, and long substrate 8 and walking track 81 are centrally through perpendicular
It is rotatably coupled to together to the shaft 82 of setting, is equipped with resetting structure between the long substrate 8 and walking track 81, is turning round
Under power effect, the long substrate 8 can opposite walking track 81 deflect an angle, in the state of external force revocation, the reset
Structure enables the opposite walking track 81 of long substrate 8 to be reset to home position.
Resetting structure includes four resetting springs 10, and four pieces of upwardly-extending baffles 83 are fixed on long substrate 8, rail of walking
The front and rear sides in road 81 are respectively provided with two block baffles 83, and are located at two block baffles, 83 or so the interval setting of walking 81 homonymy of track,
Per block baffle 83 resetting spring 10 is supported by between the respective side walls for track 81 of walking.To cause resetting spring 10
Sufficient reset force can be provided, resetting spring 10 is set close proximity to the centre position of walking track 81 along its length, this reality
Long about 13 meters of 8 overall length of substrate in example is applied, resetting spring 10 leaves general one meter three of both ends, and the former long 600mm of resetting spring 10 is answered
200mm after position spring 10 compresses, it is 400mm that resetting spring 10, which compresses elongation,.
Front-rear direction in the present embodiment refers to the length direction of piling machine platform, and left and right directions refers to that piling machine is put down
The width direction of platform, basically identical with the length direction of long substrate 8, upper and lower directions refers to the length direction of supporting leg.
The operation principle and process of this piling machine platform are as follows.
As shown in figure 3, main platform 1 is supported on by the support construction of lower section in river, access bridge platform 2 extends to bunding
Top is simultaneously vacantly set, and during piling, the concrete-pile 4 that will first beat is hung to access bridge platform 2 from bank and puts well, and concrete-pile 4 is put
It puts on the first trolley 5a and the second trolley 5b, as shown in figure 3, vacantly setting will not be to the bunding in neighbouring river for access bridge platform 2
It causes stress, concrete-pile 4 can be deposited in far from the position for hanging a pile driving equipment 12, protect the bunding in neighbouring river, simultaneously
Stake is sling to pile driving position and driven piles convenient for the pile driving equipment 12 that hangs on main platform 1 close to main platform 1 by access bridge platform 2
Operation.
As shown in 2,3, stake piling process is hung:Concrete-pile 4 on access bridge platform 2 is hung to substantially perpendicular by first hoist 16
After straight, mechanical arm 151 clamps under the action of mechanical arm oil cylinder 152, and rear roller 155, which moves forward, presses to the rear end of concrete-pile 4
Face, concrete-pile 4 are constrained between front wheel 153 and rear roller 155, while side wheel 154 is rolled with 4 side of concrete-pile
Contact, then revolving platform 12 rotates, and robot device 15 holds concrete-pile 4 tightly always in whole process, until being transported to piling
Position, the drag-line of first hoist 16 are detached from concrete-pile 4, and then hydraulic pile hammer 14 is hung to concrete by second hoist 17
The top of stake 4 is driven piles, and concrete-pile is squeezed between two mechanical arms 151 in river, and concrete-pile 4 is acted in each idler wheel
Under, it is not susceptible to displacement, it is ensured that pile driving position is accurate.
Platform walking process:River bottom surface first is left into the supporting leg 6 for being not provided with step moving mechanism rise, is equipped with
The supporting leg 6 of step moving mechanism is maintained at Support Position, and two row are equipped with the stride on the supporting legs 6 of step moving mechanism
Formula walking mechanism acts simultaneously, and it is sliding in the same direction to walk the opposite walking track 81 of sliding block 7 that oil cylinder 9 is synchronized on promotion supporting leg 6 at once
It moves, the supporting leg 6 being connect with sliding block 7 can drive main platform 1 and access bridge platform 2, after movement in place, then will be not provided with walking
The supporting leg 6 of walking mechanism declines, and is supported on the bottom surface in river again, to treat next piling.If the opposite walking track 81 of sliding block 7
Extreme position is moved to, at this moment sliding block 7 cannot continue to be displaced sideways, and need 6 liters of the supporting leg equipped with step moving mechanism
It rises and leaves river bottom surface, 9 counteragent of oil cylinder of walking restores the opposite walking track 81 of sliding block 7 to home position, can continue
Band moving platform moves.
As shown in Figure 12~14, platform steering procedure:First by the supporting leg 6 for being not provided with step moving mechanism rise from
Construct a canal bottom surface, the supporting leg 6 equipped with step moving mechanism is maintained at Support Position, and two row are equipped with step moving mechanism
Row step moving mechanism action in supporting leg 6, i.e., the walking oil cylinder 9 of one of step moving mechanism act, band
7 synchronization-sliding of sliding block being disbursed from the cost and expenses in support leg 6 is moved, because the sliding block 7 of another step moving mechanism is held in place, in long base
Under frictional force between plate 8 and ground and the thrust of a walking oil cylinder 9, the walking rail in two step moving mechanisms
81 relatively long substrate 8 of road planar deflects an angle, i.e., entire main platform 1 and access bridge platform 2 relatively long 8 institute of substrate together
(main platform 1 and the former position of access bridge platform 2) deflects an angle in the original location, and then other 6 supporting descendings of supporting leg exist
Then ground again rises the supporting leg 6 equipped with step moving mechanism, long substrate 8 returns back under the action of resetting structure
Original position.
Original position in the present embodiment refers to the axis of long substrate 8 along its length with walking track 81 along its length
The parallel position of axis.
Although the preferred embodiment of the utility model described in detail above, it is to be clearly understood that for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within any modification, equivalent replacement, improvement and so on, should be included within the scope of protection of this utility model.