CN206616558U - Floating piling plant - Google Patents
Floating piling plant Download PDFInfo
- Publication number
- CN206616558U CN206616558U CN201720153982.7U CN201720153982U CN206616558U CN 206616558 U CN206616558 U CN 206616558U CN 201720153982 U CN201720153982 U CN 201720153982U CN 206616558 U CN206616558 U CN 206616558U
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- CN
- China
- Prior art keywords
- buoyancy tank
- piling
- swing pipe
- leading screw
- anchor pole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses floating piling plant, the two buoyancy tank groups placed including left and right spacing side by side, two buoyancy tank groups are fixed into an entirety by crossbeam, piling machine is provided with two buoyancy tank groups, the guided way moved towards before and after one is provided with buoyancy tank group in front of piling machine, a toothed rack is provided with guided way, provided with a balladeur train on guided way, in the side of balladeur train provided with an anchor ear, a reducing motor is provided with the opposite side of balladeur train, provided with a gear that can be meshed with rack on the output shaft of reducing motor, after the rotation of reducing motor drive gear balladeur train can be made movable along guided way, so as to which anchor ear can be moved forward and backward above the gap between two buoyancy tank groups, left and right displacement device is provided with the buoyancy tank group at piling machine rear, the controller of reducing motor can be controlled by being additionally provided with buoyancy tank group.The piling point of piling machine quickly and easily can be moved to stake position top by above-mentioned floating piling plant, so as to greatly improve piling efficiency.
Description
Technical field
The utility model is related to pile driving equipment, and in particular to the floating piling plant that can be driven piles on the water.
Background technology
Currently, it is necessary to the construction of some infrastructure be carried out on the water, pre- during the exploitation of water area resource
When fixed waters is constructed, the general piling work that water project is carried out using floating piling plant, conventional floating piling plant
Structure includes：Buoyancy tank, is provided with the piling machine that can be driven into stake in underwater stratum on buoyancy tank, at four circumferential angles of buoyancy tank
Place, which is respectively arranged with a hoist engine, the steel wire rope of each hoist engine, is respectively connected with an anchor.Before piling, it is necessary first to profit
Buoyancy tank is moved near stake position with the positioning of position indicator, then by four anchors on buoyancy tank respectively at four angles diagonally
Direction is outwards thrown and drops down onto the bottom, and then four hoist engines tighten up steel wire rope respectively, buoyancy tank is stable on the water surface, then pass through
Position indicator detects the distance between piling point and stake position of piling machine on buoyancy tank and orientation, then mutual by four hoist engines
Coordinate folding and unfolding steel wire rope progressively to adjust the position of buoyancy tank, until the piling point of piling machine is moved to stake position top.Due to four
The folding and unfolding steel wire rope operation of hoist engine is comparatively laborious time-consuming, so conventional floating piling plant is moved on stake position by piling point
When require a great deal of time, cause piling efficiency it is very low.
Utility model content
Technical problem to be solved in the utility model is：To provide it is a kind of can be quick by the piling point of piling machine, conveniently
The floating piling plant that ground is moved on stake position.
In order to solve the above problems, the technical scheme that the utility model is used for：Floating piling plant, is characterized in：
The two buoyancy tank groups placed including left and right spacing side by side, two buoyancy tank groups are fixed into an entirety by crossbeam, in two buoyancy tanks
Piling machine is provided with group, gap of the stake through two buoyancy tank groups is driven into underwater stratum by piling function, in piling
A guided way that arrangement is moved towards along before and after gap between two buoyancy tank groups is provided with buoyancy tank group in front of machine, in guided way
On guided way is provided with a toothed rack, a balladeur train that can be slided along guided way is additionally provided with guided way, in cunning
The side of frame, which is provided with one, can encircle the anchor ear of stake, and anchor ear is located at the top in gap between two buoyancy tank groups, in the another of balladeur train
Side is provided with a reducing motor, and the tooth of the transmission that can be meshed with rack is provided with the output shaft of reducing motor
Wheel, can make balladeur train movable along guided way, so that the anchor ear on balladeur train can be at two after the rotation of reducing motor drive gear
Movable above gap between buoyancy tank group, being additionally provided with the buoyancy tank group at piling machine rear can drive two buoyancy tank groups left
The left and right displacement device of right displacement, the controller of reducing motor can be controlled by being additionally provided with buoyancy tank group.
Further, foregoing floating piling plant, wherein：The tup of piling machine is diesel hammer or vibration hammer.
Further, foregoing floating piling plant, wherein：The structure of left and right displacement device includes：Two are arranged to float
Support frame between case group above gap, is hinged with a swing pipe that can be swung on support frame, swing pipe on support frame
From top to bottom it is through in the gap between two buoyancy tank groups, the anchor that a foundation end can be inserted in underwater stratum is equipped with swing pipe
Bar, is additionally provided with the locking mechanism that anchor pole can be made mutually to be locked with swing pipe on swing pipe, and pendulum can be driven by being provided with the side of swing pipe
The pendulous device that pipe swings；When buoyancy tank group is cast anchor, anchor pole bottom need to be inserted in underwater stratum and by anchor pole and swing pipe phase
Fixed, now pendulous device driving swing pipe can make two buoyancy tank groups left and right position under the driving of anchor pole after being swung with anchor pole
Move；When buoyancy tank group is unmoored, anchor pole need to be lifted up along swing pipe, anchor pole bottom is separated with underwater stratum.
Further, foregoing floating piling plant, wherein：The structure of locking mechanism is：Locking is provided with swing pipe
Screw, clamping screw screws in locking screw holes and withstood can be such that anchor pole is mutually fixed with swing pipe after anchor pole.
Further, foregoing floating piling plant, wherein：Anchor can be lifted up along swing pipe by being additionally provided with swing pipe
The cable gear of bar.
Further, foregoing floating piling plant, wherein：The structure of cable gear is：It is provided with swing pipe hand
Formula roller, is wound with the steel wire rope that free end is mutually fixed with anchor trend on hand-rail type roller, and rotation hand-rail type roller is packed up
Anchor pole can be made to be pulled up along swing pipe after steel wire rope.
Further, foregoing floating piling plant, wherein：The structure of pendulous device is：Buoyancy tank group in swing pipe side
On be provided with a bearing, be provided with the top of bearing one or so trend leading screw, be rotary with leading screw one can branch
The nut rotated on seat so that leading screw can be swung up and down by nut on bearing, and one is additionally provided between leading screw and swing pipe
The end of gear frame is provided with an annular groove on the individual gear frame being hinged with swing pipe side wall, leading screw, in gear frame
On be provided with an annular edge that can be caught in annular groove, annular snap checkpost can make gear frame and silk after entering in annular groove
The end of thick stick be connected and without prejudice to leading screw rotation, the other end of leading screw be provided with can drive leading screw rotate handle；
Shake handle makes after leading screw rotation, and leading screw can be moved along left and right directions so that leading screw can pass through gear frame and drive swing pipe or so
Swing.
Further, foregoing floating piling plant, wherein：Each buoyancy tank group is at least by two buoyancy tanks or so spacing side by side
Fixed and arranged is formed.
Further, foregoing floating piling plant, wherein：Motor in reducing motor is the motor of strap brake.
Advantage of the present utility model is：Floating piling plant described in the utility model can be quickly and easily by piling machine
Piling point be moved to stake position top, so as to greatly improve piling efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of floating piling plant described in the utility model.
Fig. 2 is the mplifying structure schematic diagram at A in Fig. 1.
Fig. 3 is the attachment structure schematic diagram of gear frame and leading screw in Fig. 2.
Embodiment
The utility model is described in further detail with reference to specific embodiments and the drawings.
As shown in figure 1, floating piling plant, including：Two buoyancy tank groups 1 that left and right spacing side by side is placed, two buoyancy tank groups 1
It is fixed into by crossbeam 12 above an entirety, the gap between two buoyancy tank groups 1 and is provided with piling machine 3, piling machine 3 can be by
13 gap through two buoyancy tank groups 1 of stake is driven into underwater stratum, in the present embodiment, and the tup of piling machine 3 is bavin
Oil hammer, diesel hammer is the tup commonly used in a kind of existing piling machine, and diesel hammer piling efficiency is higher；In the floating of the front of piling machine 3
Be provided with case group 1 one moved towards along before and after gap between two buoyancy tank groups 1 arrangement guided way 2, on guided way 2 along
Guided way 2 is provided with a toothed rack 21, a balladeur train 22 that can be slided along guided way 2 is additionally provided with guided way 2, in cunning
The side of frame 22, which is provided with one, can encircle the anchor ear 23 of stake 13, and anchor ear 23 is located at the top in gap between two buoyancy tank groups 1,
The opposite side of balladeur train 22 is provided with a reducing motor 24, and one is provided with the output shaft of reducing motor 24 can be with rack 21
Be meshed the gear of transmission, after the rotation of the drive gear of reducing motor 24 balladeur train 22 can be made movable along guided way 2, so that sliding
Anchor ear 23 on frame 22 can be moved forward and backward above the gap between two buoyancy tank groups 1, in the buoyancy tank group 1 at the rear of piling machine 3
The left and right displacement device of two left and right displacements of buoyancy tank group 1 can be driven by being additionally provided with, and being additionally provided with buoyancy tank group 1 can control to slow down
The controller 14 of motor 24.In the present embodiment, the motor in reducing motor 24 is the motor of strap brake；The motor energy of strap brake
Braking in time, so that reducing motor 24 can be accurately positioned the position of anchor ear 23.
In the present embodiment, as shown in Fig. 2 the structure of left and right displacement device includes：Between being arranged between two buoyancy tank groups 1
Support frame 4 above gap, is hinged with a swing pipe 41 that can be swung on support frame 4, swing pipe 41 is by upper on support frame 4
It is through under in the gap between two buoyancy tank groups 1, the anchor that a foundation end can be inserted in underwater stratum is equipped with swing pipe 41
Bar 42, is additionally provided with the locking mechanism that anchor pole 42 can be made mutually to be locked with swing pipe 41 on swing pipe 41, in the present embodiment, locks machine
The structure of structure is：Locking screw holes are provided with swing pipe 41, clamping screw 43, which screws in locking screw holes and withstood, can make anchor after anchor pole 42
Bar 42 is mutually fixed with swing pipe 41；The pendulous device that swing pipe 41 can be driven to swing is provided with the side of swing pipe 41；Buoyancy tank group
When casting anchor, the bottom of anchor pole 42 need to be inserted in underwater stratum and mutually fix anchor pole 42 with swing pipe 41, now pendulous device drives
Swing pipe 41 can make two buoyancy tank groups 1 left and right displacement under the driving of anchor pole 42 after being swung with anchor pole 42；Buoyancy tank group is unmoored
When, anchor pole 42 need to be lifted up along swing pipe 41, the bottom of anchor pole 42 is separated with underwater stratum.
In the present embodiment, as shown in Fig. 2 anchor pole 42 can be lifted up along swing pipe 41 by being additionally provided with swing pipe 41
Cable gear.The structure of cable gear is：Hand-rail type roller 44 is provided with swing pipe 41, is wound with hand-rail type roller 44
The steel wire rope 45 that free end is mutually fixed with the bottom of anchor pole 42, rotation hand-rail type roller 44, which is packed up, can make the edge of anchor pole 42 after steel wire rope 45
Swing pipe 41 to be pulled up.
In the present embodiment, as shown in Figure 2 and Figure 3, the structure of pendulous device is：Set in the buoyancy tank group 1 of the side of swing pipe 41
A bearing 5 is equipped with, the leading screw 51 of one or so trend is provided with the top of bearing 5, one is rotary with leading screw 51 can be
The nut 52 rotated on bearing 5 so that leading screw 51 can be swung up and down by nut 52 on bearing 5, in leading screw 51 and swing pipe 41
Between be additionally provided with a gear frame 53 being hinged with the side wall of swing pipe 41, leading screw 51 and be provided with close to the end of gear frame 53
One annular groove 31, is provided with an annular edge 32 that can be caught in annular groove 31, annular edge on gear frame 53
32 be caught in annular groove 31 after can make gear frame 53 be connected with the end of leading screw 51 and without prejudice to leading screw 51 rotation,
The other end of leading screw 51 is provided with the handle 54 that leading screw 51 can be driven to rotate；Shake handle 54 makes after the rotation of leading screw 51, leading screw 51
It can be moved along left and right directions so that leading screw 51 can drive swing pipe 41 to swing by gear frame 53.
In the present embodiment, as shown in figure 1, each buoyancy tank group 1 is by two spacing side by side fixed and arrangeds of buoyancy tank 11 or so
Form.Buoyancy tank group 1 is so set partly in order to making floating piling plant more to stablize on the water surface, so as to improve piling
Efficiency, reduces potential safety hazard；On the other hand when the distance between stake and stake are nearer, in each buoyancy tank group 1 two buoyancy tanks 11 it
Between gap can accommodate the stake beaten so that floating piling plant can complete the nearer piling task of pilespacing.
The operation principle of floating piling plant described in the present embodiment is：First, total powerstation is a kind of whole station type electronic range measurement
Instrument, it is necessary first to use cooperatively to detect the piling point of piling machine 3 by the prism and total powerstation below the tup of piling machine 3
With the distance between stake position and orientation, floating piling plant is then moved to by stake position by the distance and bearing that detects attached
Closely, then buoyancy tank group is cast anchor and floating piling plant is stable on the water surface, in the process, and the movement of floating piling plant can be with
Realized by towboat；2nd, prism is moved away from below the tup of piling machine 3, so that without prejudice to is driven piles, then existed using piling machine 3
Stake lays a guide pile near position；3rd, reducing motor 24 is started by controller 14, anchor ear 23 is moved at guide pile,
And anchor ear 23 is embraced guide pile；4th, prism is moved to below the tup of piling machine 3, then matching somebody with somebody by total powerstation and prism
Conjunction detects the distance between guide pile and stake position and orientation；5th, buoyancy tank group is unmoored, and passes through the guide pile detected and stake position
Between orientation adjust the angle of floating piling plant, line between guide pile and stake position is located between two buoyancy tank groups 1
Gap in, then by controller 14 start reducing motor 24, because anchor ear 23 has embraced guide pile, so that two buoyancy tank groups
1, which can be decelerated motor 24, drives towards pile displatement, when mobile distance is reached between the guide pile detected and stake position
Apart from when, by controller 14 control reducing motor 24 be stopped so that the piling point energy of piling machine 3 on floating piling plant
It is moved to stake position annex；6th, cast anchor, drive swing pipe 41 to swing with anchor pole 42 to make floating piling plant left by pendulous device
Move right, so that the position of the piling of piling machine 3 point is finely tuned, until showing that the piling point of piling machine 3 is located on stake position on position indicator
Untill side；7th, prism is moved away from below the tup of piling machine 3, then driven piles using piling machine 3 on stake position, it is then waterborne to beat
Stake on this position can be just moved on next position by stake device as guide pile is driven piles, and is circulated with this, directly
Untill all stakes have been played.
Claims (9)
1. floating piling plant, it is characterised in that：The two buoyancy tank groups placed including left and right spacing side by side, two buoyancy tank groups pass through
Crossbeam is fixed into an entirety, piling machine is provided with two buoyancy tank groups, piling function is by stake through two buoyancy tank groups
Gap be driven into underwater stratum, one is provided with the buoyancy tank group in front of piling machine along gap between two buoyancy tank groups
The front and rear guided way for moving towards arrangement, is provided with a toothed rack along guided way on guided way, one is additionally provided with guided way
The individual balladeur train that can be slided along guided way, one is provided with the side of balladeur train can encircle the anchor ear of stake, and anchor ear is located at two and floated
The top in gap between case group, a reducing motor is provided with the opposite side of balladeur train, is set on the output shaft of reducing motor
There is the gear of the transmission that can be meshed with rack, after the rotation of reducing motor drive gear balladeur train can move along before and after guided way
It is dynamic, so that the anchor ear on balladeur train can be moved forward and backward above the gap between two buoyancy tank groups, the buoyancy tank group at piling machine rear
On be additionally provided with and can drive the left and right displacement device of two buoyancy tank group left and right displacements, being additionally provided with buoyancy tank group can control to slow down
The controller of motor.
2. floating piling plant according to claim 1, it is characterised in that：The tup of piling machine is diesel hammer or vibration
Hammer.
3. floating piling plant according to claim 1 or 2, it is characterised in that：The structure of left and right displacement device includes：If
It is placed in the support frame above gap between two buoyancy tank groups, one is hinged with support frame to be swung on support frame
Swing pipe, swing pipe is from top to bottom through in the gap between two buoyancy tank groups, and a foundation end is equipped with swing pipe can insert under water
Anchor pole in stratum, is additionally provided with the locking mechanism that anchor pole can be made mutually to be locked with swing pipe on swing pipe, is set in the side of swing pipe
There is the pendulous device that swing pipe can be driven to swing；When buoyancy tank group is cast anchor, anchor pole bottom need to be inserted in underwater stratum and by anchor
Bar is mutually fixed with swing pipe, and now pendulous device driving swing pipe can make two buoyancy tank groups in the drive of anchor pole after being swung with anchor pole
Dynamic lower left and right displacement；When buoyancy tank group is unmoored, anchor pole need to be lifted up along swing pipe, anchor pole bottom is separated with underwater stratum.
4. floating piling plant according to claim 3, it is characterised in that：The structure of locking mechanism is：Set on swing pipe
Locking screw holes are equipped with, clamping screw screws in locking screw holes and withstood can be such that anchor pole is mutually fixed with swing pipe after anchor pole.
5. floating piling plant according to claim 3, it is characterised in that：Be additionally provided with swing pipe can along swing pipe to
On lift the cable gear of anchor pole.
6. floating piling plant according to claim 5, it is characterised in that：The structure of cable gear is：Set on swing pipe
Hand-rail type roller is equipped with, the steel wire rope that free end is mutually fixed with anchor trend is wound with hand-rail type roller, hand-rail type is rotated
Roller is packed up can be such that anchor pole is pulled up along swing pipe after steel wire rope.
7. floating piling plant according to claim 3, it is characterised in that：The structure of pendulous device is：In swing pipe side
Buoyancy tank group on be provided with a bearing, be provided with the top of bearing one or so trend leading screw, one is rotary with leading screw
The individual nut that can be rotated on bearing so that leading screw can be swung up and down by nut on bearing, between leading screw and swing pipe also
It is provided with the end on a gear frame being hinged with swing pipe side wall, leading screw close to gear frame and is provided with an annular groove,
An annular edge that can be caught in annular groove is provided with gear frame, annular snap checkpost can make biography after entering in annular groove
Moving frame be connected with the end of leading screw and without prejudice to leading screw rotation, being provided with the other end of leading screw can drive leading screw to rotate
Handle；Shake handle makes after leading screw rotation, and leading screw can be moved along left and right directions so that leading screw can pass through gear frame and drive pendulum
Pipe swings.
8. floating piling plant according to claim 1 or 2, it is characterised in that：Each buoyancy tank group is at least by two buoyancy tanks
Left and right spacing side by side fixed and arranged is formed.
9. floating piling plant according to claim 1 or 2, it is characterised in that：Motor in reducing motor is strap brake
Motor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720153982.7U CN206616558U (en) | 2017-02-21 | 2017-02-21 | Floating piling plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720153982.7U CN206616558U (en) | 2017-02-21 | 2017-02-21 | Floating piling plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616558U true CN206616558U (en) | 2017-11-07 |
Family
ID=60230919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720153982.7U Expired - Fee Related CN206616558U (en) | 2017-02-21 | 2017-02-21 | Floating piling plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616558U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759331A (en) * | 2017-02-21 | 2017-05-31 | 张家港市兴鸿达基础有限公司 | Floating piling plant |
| CN109972616A (en) * | 2019-04-15 | 2019-07-05 | 中国能源建设集团安徽电力建设第二工程有限公司 | Pile driving equipment is used in a kind of construction of fishing light complementation photovoltaic |
-
2017
- 2017-02-21 CN CN201720153982.7U patent/CN206616558U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759331A (en) * | 2017-02-21 | 2017-05-31 | 张家港市兴鸿达基础有限公司 | Floating piling plant |
| CN109972616A (en) * | 2019-04-15 | 2019-07-05 | 中国能源建设集团安徽电力建设第二工程有限公司 | Pile driving equipment is used in a kind of construction of fishing light complementation photovoltaic |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171107 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |