Background technology
At present, the anchor system of built floating power station uses the scheme of sinker mostly both at home and abroad, as shown in figure 1, will be pre-
Hawser 3 sinks under water in water-bed anchorage 4 (can the be concrete block) connection made, by concrete block to water-bed normal pressure institute
The side-friction of formation fixes photovoltaic arrays 1, and photovoltaic arrays 1 are floated by floating drum 2.The hawser 3 of anchoring is typically used
The hawser of STAINLESS STEEL CHAINS, steel wire rope or various high polymer materials;Water-bed anchorage 4 mainly uses reinforced concrete block.
However, fixing photovoltaic arrays by way of precast concrete, there is following defect in this method:
1. because concrete can receive the effect of buoyancy in water, its normal pressure in water about reduces 40% or so,
And concrete block and water-bed coefficient of friction are very low, in order to provide enough lateral pulls, this requires to anchor concrete
Block is very big;
2. very big concrete block, is installed in subaqueous work, lifting etc. is all very inconvenient;
3. concrete anchor block is direct plungeed into water by lifting appliance, limited by water-bed landform, its throw site error compared with
Greatly, discontinuity of the hawser to square formation is easily formed;
4. photovoltaic arrays are in the presence of wind and waves, the displacement of anchor block is easily caused, and then deviates photovoltaic arrays
Design section, easily causes the collision between square formation.
Utility model content
There is above variety of problems in actual use for concrete sinker formula anchor system, the utility model provides one
Plant floating power station piled anchor system.
Solution of the present utility model is:A kind of floating power station piled anchor system, it includes multiple anchor piles, a plurality of cable
The multiple hawser adaptors restricted, be fastened around around floatation type photovoltaic arrays;Multiple anchor piles, which are erect, is fixed on water-bed and ring
Around floatation type photovoltaic arrays;Floatation type photovoltaic arrays are indirectly fixed to multiple hawser adaptors and corresponding anchor by a plurality of hawser
Gu float and be fixed on the water surface between stake;Each hawser adaptor includes shape and the shape of the floating body of floatation type photovoltaic arrays
Identical is rectangular framework;When the side of floatation type photovoltaic arrays is parallel with the short side of place framework, corresponding frame it is short
Hawser is answered for stationary phase in side;When the side of floatation type photovoltaic arrays is parallel with the long side of place framework, two of corresponding frame
Fixed on long side is in splay two bearing diagonals, and eight words bottom opening towards floatation type photovoltaic arrays, corresponding frame is remote
From the position where the long side of floatation type photovoltaic arrays and the open top of eight words hawser is answered for stationary phase.
As the further improvement of such scheme, the frame of framework is angle steel.
As the further improvement of such scheme, bearing diagonal is angle steel.
As the further improvement of such scheme, same anchor pile fixes two hawsers, and this anchor pile with it is corresponding
Two hawsers constitute isosceles triangle.
As the further improvement of such scheme, hawser is fixed on corresponding anchor pile by anchor ear.
As the further improvement of such scheme, hawser is fixed in corresponding frame by some locks.
As the further improvement of such scheme, the floating power station piled anchor system also includes pile driving barge, and pile driving barge sets and sent
Pile pipe carries out underwater pile driving to anchor pile.
Further, pile follower pipe sleeve is in a guide wire, and the guide wire is fixed by pile driving barge, and the one of pile follower pipe
End is fixed in the top of anchor pile, and pile follower pipe, the guide wire, anchor pile three are coaxial.
Yet further, the pile driving barge is still in water by a mooring system.
Further, if the guide wire is indirectly fixed on pile driving barge by dry support arm.
Floating power station piled anchor system of the present utility model, hawser connects through hawser adaptor with floatation type photovoltaic arrays
Complete, be distributed on corresponding floating body with making the tension uniform on hawser, it is ensured that floating body will not be because pulling force is excessive and damages.Pile tube
I.e. anchor pile can use the prefabricated tubular pile of standard, and pile tube squeezed into water-bed soil to (stake top exposes water-bed 1 meter or so of ground, pipe
Stake embedded depth base area is surveyed and the various loads of square formation are determined), anchor ear is installed on pile tube, then hawser is installed on anchor ear,
The other end of hawser is connected by hawser adaptor with photovoltaic arrays, because the pile tube of deep water-bed soil supporting course coordinates hawser
Adaptor can provide enough lateral pulls, it can be ensured that photovoltaic arrays do not deviate in specified design section.This reality
Making and the work progress of substantial amounts of big weight concrete anchor block can be saved with the anchoring of new use pile tube, is greatly improved
The efficiency of construction.The utility model can be accurately positioned to each beaten anchor pile, and will not be occurred inclined under water
Move, it is ensured that it meets design accuracy.Pile tube material of the present utility model is relatively inexpensive, easy construction, can further reduce anchoring
The cost of system.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only to explain
The utility model, is not used to limit the utility model.
Also referring to Fig. 2, Fig. 3, Fig. 4 and Fig. 5, floating power station piled anchor system of the present utility model includes multiple anchor piles
1st, a plurality of hawser 3, multiple hawser adaptors 5, pile driving barge 10 etc..
Multiple anchor piles 1, which are erect, to be fixed on water-bed and surround floatation type photovoltaic arrays 4, and multiple hawser adaptors 5 are around solid
It is scheduled on around floatation type photovoltaic arrays 4, floatation type photovoltaic arrays 4 are fixed on multiple anchor piles 1 and floated by a plurality of hawser 3
It is fixed on the water surface, in the present embodiment, floatation type photovoltaic arrays 4 are indirectly fixed to multiple hawsers by a plurality of hawser 3 and transferred
Float and be fixed on the water surface between part 5 and corresponding anchor pile 1.
It is rectangular that each hawser adaptor 5, which includes shape identical with the shape of the floating body 6 of floatation type photovoltaic arrays 4,
Framework 51.When the side of floatation type photovoltaic arrays 4 is parallel with the short side of place framework 51, the short side of corresponding frame 51 is used to fix
Corresponding hawser 3.When the side of floatation type photovoltaic arrays 4 is parallel with the long side of place framework 51, two long sides of corresponding frame 51
Upper fixation be in splay two bearing diagonals 52, and eight words bottom opening towards floatation type photovoltaic arrays 4, corresponding frame 51 is remote
From the position where the long side of floatation type photovoltaic arrays 4 and the open top of eight words hawser 3 is answered for stationary phase.
The hawser adaptor 5 that connects through of hawser 3 and floatation type photovoltaic arrays 4 is completed, with making tension uniform on hawser 3
It is distributed on corresponding floating body 6, it is ensured that floating body 6 will not be because pulling force is excessive and damages.And hawser 3 by hawser adaptor 5 with
Photovoltaic arrays 4 are connected, because the pile tube 1 of deep water-bed soil supporting course coordinates hawser adaptor 5 to provide enough transverse directions
Pulling force, it can be ensured that photovoltaic arrays 4 do not deviate in specified design section.
Frame, the bearing diagonal 52 of framework 51 are preferred to use angle steel.Same anchor pile 1 can fix two hawsers 3, and this
Individual anchor pile 1 constitutes isosceles triangle with corresponding two hawsers 3.One end of hawser 3 can be fixed on corresponding anchoring by anchor ear 7
In stake 1, the other end of hawser 3 can be fixed in corresponding frame 51 by some locks 8.Pile tube 1 can use the prefabricated pipe of standard
Stake, pile tube 1 is squeezed into water-bed soil (stake top exposes water-bed 1 meter or so of ground, and the embedded depth base area of pile tube 1 is surveyed and square formation
Various loads determined), anchor ear 7 is installed, then hawser 3 is installed on anchor ear 7 on pile tube.
The utility model can be saved the making of substantial amounts of big weight concrete anchor block and be applied using the anchoring of anchor pile 1
Work process, greatly improves the efficiency of construction.The utility model can be accurately positioned to each beaten anchor pile 1,
And will not occur to offset under water, it is ensured that it meets design accuracy.The material of anchor pile 1 of the present utility model is relatively inexpensive, construction party
Just, the cost of anchor system can further be reduced.
Because pile tube is that anchor pile 1 will squeeze into the bottom, thus common pile driving barge need into repacking could be constructed
Operation.Pile driving barge mainly installs pile driving equipment, pile follower pipe 9, mooring system 11, vibration hammer 16, wirerope 13, semi-girder truss 14, branch
The fixed steel pipe 15 of support, control room 12.
Vertical type hydraulic pile driver that pile driving equipment can be integrally fixed on pile driving barge 10, can also be independent piling
Machine.Pile driving barge 10 sets pile follower pipe 9 to carry out underwater pile driving to anchor pile 1.Pile follower pipe 9 is enclosed in a guide wire, the guide wire
Fixed by pile driving barge 10, one end of pile follower pipe 9 is fixed in the top of anchor pile 1, and pile follower pipe 9, the guide wire, anchoring
1 three of stake is coaxial.The pile driving barge 10 can be still in water by a mooring system 11, if the guide wire can pass through dry support arm
It is indirectly fixed on pile driving barge 10.
The length of pile follower pipe needs to be customized according to concrete conditions such as the depth of water, stake top absolute altitudes, pile follower pile tube footpath with it is prefabricated
Pile tube footpath is identical.
The floating platform guide pile (number that guide pile can be arranged as required to) that settable 4 of pile driving barge 10 can be lifted,
Floating platform corner set simultaneously 4 can be with hoist engine, hoist engine is connected the (both sides of ship by steel wire with the fixation anchor beyond 200 meters
There is fixed anchor, point-blank, the quantity and anchor of anchor and the distance of ship can roots by the fixation anchor of both sides and hull three
Depending on actual conditions), pile driving barge is moved back and forth on the straight line between the anchor point of both sides by hoist engine scrolling steel wire rope.
Meanwhile, GPS positioning system is also equipped with floating platform, stake position is positioned.
In piling construction,
(1) stake position is put a little:Requirement of the equipment such as GPS according to design drawing is first passed through, piling point position put a little;
(2) pile tube and the pile driving equipment point position in place released according to builder, prefabricated tubular pile are transported to the piling specified
Position, while pile driving barge runs to GPS positioning device on specified location, ship by the trailer system at its two ends carries out secondary positioning
(precision for ensuring beaten pile tube).
(3) anchoring and hawser, which are installed, is lifted prefabricated tubular pile using pile driving equipment, and specified location installs anchoring on pile tube
And hawser;
(4) piling starts the stake of pile driving barge positioned-lifting, lifting pole is goed deep into the bottom, it is ensured that pile driving barge does not occur partially during piling
Move.Piling machine is vertical straight by prefabricated tubular pile, using 2 fixing pipe stakes, is at vertical state, pile tube is slowly squeezed into the bottom,
Pass through the scale on pile follower pipe, it is ensured that its stake top absolute altitude reaches specified elevation;
(5) after hawser fixation piling is finished, the upper end of hawser is fixed on specified floating body, it is ensured that it does not sink to water
Bottom.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.