CN206602481U - A kind of float-type floating constraint truss - Google Patents
A kind of float-type floating constraint truss Download PDFInfo
- Publication number
- CN206602481U CN206602481U CN201720349034.0U CN201720349034U CN206602481U CN 206602481 U CN206602481 U CN 206602481U CN 201720349034 U CN201720349034 U CN 201720349034U CN 206602481 U CN206602481 U CN 206602481U
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- truss
- floating drum
- mounting hole
- constraint
- floating
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- 238000007667 floating Methods 0.000 title claims abstract description 71
- 238000010030 laminating Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 239000004677 Nylon Substances 0.000 claims description 6
- 229920001778 nylon Polymers 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 27
- 238000003912 environmental pollution Methods 0.000 abstract description 4
- 241000196324 Embryophyta Species 0.000 description 8
- 238000003491 array Methods 0.000 description 6
- 230000003712 anti-aging effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 241000531891 Alburnus alburnus Species 0.000 description 1
- 244000098674 Pinus cembroides Species 0.000 description 1
- 235000005013 Pinus cembroides Nutrition 0.000 description 1
- 235000008591 Pinus cembroides var edulis Nutrition 0.000 description 1
- 235000015593 Pinus monophylla Nutrition 0.000 description 1
- 235000015594 Pinus parryana Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Abstract
The utility model discloses a kind of float-type floating constraint truss, include the constraint truss element of some interconnections, the constraint truss element includes some floating drum connecting platforms and parallel chord truss being sequentially connected；The floating drum connecting platform is surrounded by between four engaging lugs of rectangular distribution, adjacent floating drum connecting platform and is bolted to connection；The floating drum connecting platform surface laminating is provided with floating drum anchor ear, is fixedly connected between floating drum connecting platform and parallel chord truss by floating drum anchor ear；The parallel chord truss side is evenly equipped with some anchor connection rings.The utility model has that wind and wave resistance whole capability is strong, anti-water foreign impact capacity is strong, it is free from environmental pollution, and installing/dismounting is convenient, assembling outer rim rigidly fastening truss is completed by connectors such as bolt and nuts so that water surface photovoltaic power station, which tackles extreme natural environment, to be had certain defensive ability/resistance ability and exempt from heavy losses.
Description
Technical field
The utility model belongs to field of photovoltaic power generation, more particularly to a kind of float-type floating constraint truss.
Background technology
It is descendants's meter, China is just with the deterioration signaled for help repeatedly with ecological environment of the existing energy such as coal, oil
Carrying forward vigorously the utilization of the new energy such as water energy, wind energy and solar energy, and solar energy is huge, safe and clean etc. excellent with its reserves
Gesture has become one of main energy.Large-scale solar plant is built, it is necessary to take substantial amounts of soil.But China
The contradiction having a large population and a few land more is protruded.In order to reduce to the appropriation of land of resident compact community, many solar plants are all built now
Bleak and desolate remote area is located at, and the electrical energy transportation cost of long range is very high.And solar power system waterborne can be fine
Solution electrical energy transportation and land seizure contradiction, because its build in it is waterborne be not take up first residential land and cleaning and cool down it is very square
Just, for having obviously advantage in terms of the solar energy power generating of east China regional development.
Because ground photovoltaic plant needs substantial amounts of land resource, the less national development solar energy of island country and soil has one
Fixed inferior position, and mounting technique waterborne brings glad tidings for these countries.The water surface is installed the supporting construction that need not be fixed and improved
The availability of system simultaneously reduces cost.Due to seawater can reflected sunlight improve illuminance, and seawater can reduce solar-electricity
The surface temperature in pond, Overwater floating photovoltaic system is higher by 10% generated energy than the photovoltaic generating system of land.
A kind of float-type floating photovoltaic plant is swum on the water surface, should have good wind and wave resistance impact, anti-aging, anti-
The characteristics such as corrosion, it is free from environmental pollution, from safeguarding；And installing/dismounting is convenient, complete to assemble by connectors such as bolt and nuts, nothing
Need welding.Float-type floating photovoltaic plant not only saves the occupation of land of conventional photovoltaic electricity generation system, and less demanding to water source,
It can be installed on the waters surface such as lake surface, sea, reservoir, and the system is because on the water surface, using open water supply for too
Positive energy battery component cooling, improves photovoltaic system whole efficiency.
But, due to being vulnerable to the collision of debris in the slap of water surface stormy waves, Flood on the water surface, floating body is integrally tied
Structure stability is poor, and certain potential safety hazard is left to water surface float-type floating photovoltaic plant.
Utility model content
The purpose of this utility model is that the problem above for overcoming prior art to exist is constrained there is provided a kind of floating of float-type
Truss, the constraint truss arrangement forms rigid, stable, simple installation outside mount structure, solved in photovoltaic plant surrounding
The problems such as floating body overall structure stability of prior art is poor, anti-water foreign impact capacity is poor so that water surface photovoltaic power station
Tackling extreme natural environment has certain defensive ability/resistance ability and exempts from heavy losses.
To realize above-mentioned technical purpose and the technique effect, the utility model is achieved through the following technical solutions：
A kind of float-type floating constraint truss, includes the constraint truss element of some interconnections, the constraint truss list
Member includes some floating drum connecting platforms and parallel chord truss being sequentially connected；The floating drum connecting platform is surrounded by rectangular distribution
Four engaging lugs, be bolted to connection between adjacent floating drum connecting platform；The floating drum connecting platform surface laminating peace
Equipped with floating drum anchor ear, it is fixedly connected between floating drum connecting platform and parallel chord truss by floating drum anchor ear；The parallel chord truss side
It is evenly equipped with some anchor connection rings；
The parallel chord truss includes being evenly equipped with some fixed plates between two angle steel that Parallel Symmetric is distributed, two angle steel,
Fixed plate two ends are fixedly connected with the inside of two angle steel respectively；
Angle steel surface two ends, which are arranged between the first mounting hole, two the first mounting holes to be equally spaced, some
Two mounting holes；Anchor connection ring is provided between adjacent second mounting hole on one of angle steel surface；
It is fixedly connected between adjacent trapezoidal truss by connecting plate；
The floating drum anchor ear two ends are arranged with fourth mounting hole corresponding with the second mounting hole, floating drum anchor ear with it is trapezoidal
It is fixedly connected between truss by screw rod, screw rod two ends sequentially pass through the second mounting hole, the 4th mounting hole and carried out by nut
It is fixed.
Further, the anchor connection ring includes and orthogonal two, angle steel surface locating dowel, two locating dowels
Ending vertical is connected with U-shaped bar, and anchor connection ring is attached fixation by nylon rope with the anchoring pile installed in the bottom, passes through
The use of anti-aging nylon rope, can fast and effectively be fixed to whole truss, and limitation truss overall structure is a certain amount of
Move horizontally.
Further, second mounting hole is mutually perpendicular to the 4th mounting hole, the width of the second mounting hole and the 4th waist
The width in shape hole is identical, and is that gap coordinates between screw rod and the second mounting hole, the 4th mounting hole, can prevent the inclined of screw rod
Move so that reliable and stable fixation is formed between floating drum anchor ear and parallel chord truss.
Further, the connection plate surface both sides are arranged with threeth mounting hole corresponding with the first mounting hole, even
It is fixedly connected between fishplate bar and parallel chord truss by bolt, stable high-strength connection can be carried out to adjacent trapezoidal truss.
Further, by being weldingly connected between the angle steel and fixed plate, with good bonding strength.
Further, the spacing between adjacent second mounting hole is equal to the length sum of two floating drum connecting platforms, so that
A floating drum anchor ear is arranged every a floating drum connecting platform, structure mounting arrangements are scientific and reasonable, and stability is strong.
The beneficial effects of the utility model are：
1st, the utility model has that wind and wave resistance whole capability is strong, anti-water foreign impact capacity strong, free from environmental pollution, and peace
Assembly and disassembly unload convenient, complete assembling outer rim rigidly fastening truss by connectors such as bolt and nuts so that water surface photovoltaic power station should
There is certain defensive ability/resistance ability to extreme natural environment and exempt from heavy losses.
2nd, the utility model construction cost compared with the rigid Anti-knocking frame of ball float is filled in portal frame is lower, and constraint purlin
Frame is not contacted with water body, and service life is longer, and application is wider, can be adapted to most of aquatic environments, not destroyed water body ring
Border.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding to of the present utility model, constitutes the part of the application,
Schematic description and description of the present utility model is used to explain the utility model, does not constitute to of the present utility model improper
Limit.In the accompanying drawings：
Fig. 1 is constraint truss element top view of the present utility model；
Fig. 2 is constraint truss element side view of the present utility model；
Fig. 3 is partial structural diagram of the present utility model；
Fig. 4 is partial structurtes top view of the present utility model；
Fig. 5 is partial structurtes side view of the present utility model；
Fig. 6 is the structural representation of connecting plate in the utility model.
Embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, the utility model is described in detail.
A kind of float-type floating constraint truss as depicted in figs. 1 and 2, includes the constraint truss list of some interconnections
Member, some constraint truss elements are enclosed along the Monday of photovoltaic arrays four and are connected with each other, and are formed the rigid outer rim of photovoltaic arrays, are enhanced water
The resistance to overturning of face photovoltaic arrays structure, improves resistance water foreign impact capacity, and constraint truss element includes connecting successively
Some floating drum connecting platforms 1 and parallel chord truss 3 connect；Floating drum connecting platform 1 is surrounded by four engaging lugs of rectangular distribution
2, it is bolted to connection between adjacent floating drum connecting platform 1；The laminating of the surface of floating drum connecting platform 1 is provided with floating drum anchor ear 5,
The material of floating drum anchor ear 5 is corrosion resistant stainless steel, passes through floating drum anchor ear 5 between floating drum connecting platform 1 and parallel chord truss 3
It is fixedly connected；The side of parallel chord truss 3 is evenly equipped with some anchor connection rings 4；
As shown in Figures 3 to 5, parallel chord truss 3 is included between two angle steel 31 that Parallel Symmetric is distributed, two angle steel 31
Be furnished with some fixed plates 32, the two ends of fixed plate 32 are fixedly connected with two inner sides of angle steel 31 respectively, angle steel 31 and fixed plate 32 it
Between by being weldingly connected, with good bonding strength；The surface two ends of angle steel 31 are arranged with the first mounting hole 33, two first
Being equally spaced between mounting hole 33 has some second mounting holes 34；Adjacent second mounting hole 34 on one of surface of angle steel 31 it
Between be provided with anchor connection ring 4；Anchor connection ring 4 includes and orthogonal two locating dowels 41 in the surface of angle steel 31, two positioning
The ending vertical of post 41 is connected with U-shaped bar 42, and anchor connection ring 4 is solid with being attached installed in water-bed anchoring pile by nylon rope
It is fixed, by the use of anti-aging nylon rope, whole truss can fast and effectively be fixed, limitation truss overall structure one
Quantitative moves horizontally；Second mounting hole 34 is mutually perpendicular to the 4th mounting hole 51, the width and the 4th waist of the second mounting hole 34
The width in shape hole 51 is identical, and is that gap coordinates between the mounting hole 34 of screw rod 7 and second, the 4th mounting hole 51, can prevent
The skew of screw rod 7 so that reliable and stable fixation is formed between floating drum anchor ear 5 and parallel chord truss 3；Between adjacent trapezoidal truss 3
It is fixedly connected by connecting plate 6, as shown in fig. 6, the surface both sides of connecting plate 6 are arranged with corresponding with the first mounting hole 33
Three mounting holes 61, are fixedly connected between connecting plate 6 and parallel chord truss 3 by bolt 8, and adjacent trapezoidal truss 3 can be entered
Row stable high-strength is connected；Spacing between adjacent second mounting hole 34 is equal to the length sum of two floating drum connecting platforms 1, from
And a floating drum anchor ear 5 is arranged every a floating drum connecting platform 1, structure mounting arrangements are scientific and reasonable, and stability is strong；Floating drum is embraced
Bind round 5 two ends and be arranged with fourth mounting hole 51 corresponding with the second mounting hole 34, lead between floating drum anchor ear 5 and parallel chord truss 3
Cross screw rod 7 to be fixedly connected, the two ends of screw rod 7 sequentially pass through the second mounting hole 34, the 4th mounting hole 51 and are fixed by nut.
The operating process of the present embodiment is：
Integrally arranged size according to photovoltaic module Capacity design photovoltaic arrays in selected water-surface areas, in photovoltaic module side
Before 1 time water of floating drum connecting platform of one circle of battle array ragged edge, floating drum anchor ear 5 is first stuck in corresponding floating drum according to design attitude and connected
Connect on platform 1, screwed on by screw rod 7, nut pine, under whole floating on water square formation after water, in photovoltaic module matrix outermost
According to design successively exhaust emission constraint truss element, corresponding screw rod 7 removes the second kidney-shaped for being then passed through the trapezoidal side angle steel 31 of purlin 3
Hole 34, both sides are tightened between fixation, floating constraint truss element by connecting plate 6 again with nut respectively, are connected with bolt 8
Connect, be repeated in aforesaid operations, wherein, it is photovoltaic floating square formation outside to have the side of anchor connection ring 4, and constraint is floated around
After truss installa-tion is finished, then in photovoltaic arrays surrounding pass through anti-aging nylon rope according to anchor points such as anchoring piles under design or moorstone
It is connected with the anchor connection ring on floating constraint truss, a certain amount of horizontal displacement of the overall photovoltaic arrays structure of limitation, such water
The structural integrity of face floating photovoltaic plant is strong, and wind and wave resistance, anti-masses hit debris ability are strong.
The utility model has that wind and wave resistance whole capability is strong, anti-water foreign impact capacity strong, free from environmental pollution, and installs
Dismounting is convenient, completes assembling outer rim rigidly fastening truss by connectors such as bolt and nuts so that water surface photovoltaic power station is tackled
Extreme natural environment has certain defensive ability/resistance ability and exempts from heavy losses；Rigid Anti-knocking frame phase with filling in ball float in portal frame
It is lower than construction cost, and constraint truss do not contacted with water body, service life is longer, and application is wider, can be adapted to mostly
Count aquatic environment, do not destroy water body environment.
General principle of the present utility model, principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.
Claims (6)
1. a kind of float-type floating constraint truss, it is characterised in that：Constraint truss element including some interconnections, it is described about
Beam truss element includes some floating drum connecting platforms (1) and the parallel chord truss (3) being sequentially connected；The floating drum connecting platform (1)
It is surrounded by between four engaging lugs (2) of rectangular distribution, adjacent floating drum connecting platform (1) and is bolted to connection；Institute
State the laminating of floating drum connecting platform (1) surface and floating drum anchor ear (5) is installed, lead between floating drum connecting platform (1) and parallel chord truss (3)
Floating drum anchor ear (5) is crossed to be fixedly connected；Parallel chord truss (3) side is evenly equipped with some anchor connection rings (4)；
It is evenly equipped between two angle steel (31) that the parallel chord truss (3) is distributed including Parallel Symmetric, two angle steel (31) some
Fixed plate (32), fixed plate (32) two ends are fixedly connected with the inside of two angle steel (31) respectively；
Angle steel (31) the surface two ends are arranged between the first mounting hole (33), two the first mounting holes (33) and are equally spaced
There are some second mounting holes (34)；Anchor connection is provided between adjacent second mounting hole (34) on one of angle steel (31) surface
Ring (4)；
It is fixedly connected between adjacent trapezoidal truss (3) by connecting plate (6)；
Floating drum anchor ear (5) two ends are arranged with fourth mounting hole (51) corresponding with the second mounting hole (34), and floating drum is embraced
Hoop (5) and parallel chord truss (3) between be fixedly connected by screw rod (7), screw rod (7) two ends sequentially pass through the second mounting hole (34),
4th mounting hole (51) is simultaneously fixed by nut.
2. a kind of float-type floating constraint truss according to claim 1, it is characterised in that：The anchor connection ring (4)
Including with orthogonal two locating dowels (41) in angle steel (31) surface, two locating dowel (41) ending verticals are connected with U-shaped bar
(42), and anchor connection ring (4) by nylon rope with being attached fixation installed in water-bed anchoring pile.
3. a kind of float-type floating constraint truss according to claim 1, it is characterised in that：Second mounting hole (34)
It is mutually perpendicular to the 4th mounting hole (51), the width of the second mounting hole (34) is identical with the width of the 4th mounting hole (51), and spiral shell
It is that gap coordinates between bar (7) and the second mounting hole (34), the 4th mounting hole (51).
4. a kind of float-type floating constraint truss according to claim 1, it is characterised in that：Connecting plate (6) surface
Both sides are arranged with threeth mounting hole (61) corresponding with the first mounting hole (33), between connecting plate (6) and parallel chord truss (3)
It is fixedly connected by bolt (8).
5. a kind of float-type floating constraint truss according to claim 1, it is characterised in that：The angle steel (31) is with fixing
By being weldingly connected between plate (32).
6. a kind of float-type floating constraint truss according to claim 1, it is characterised in that：Adjacent second mounting hole (34)
Between spacing be equal to the length sums of two floating drum connecting platforms (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720349034.0U CN206602481U (en) | 2017-04-05 | 2017-04-05 | A kind of float-type floating constraint truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720349034.0U CN206602481U (en) | 2017-04-05 | 2017-04-05 | A kind of float-type floating constraint truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206602481U true CN206602481U (en) | 2017-10-31 |
Family
ID=60146019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720349034.0U Active CN206602481U (en) | 2017-04-05 | 2017-04-05 | A kind of float-type floating constraint truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206602481U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108231226A (en) * | 2018-02-26 | 2018-06-29 | 黄诚 | Marine modularization chinampa nuclear energy power generation device |
| CN114875806A (en) * | 2022-06-15 | 2022-08-09 | 中建八局第三建设有限公司 | Method for jacking and disassembling bailey bracket under bridge |
-
2017
- 2017-04-05 CN CN201720349034.0U patent/CN206602481U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108231226A (en) * | 2018-02-26 | 2018-06-29 | 黄诚 | Marine modularization chinampa nuclear energy power generation device |
| CN114875806A (en) * | 2022-06-15 | 2022-08-09 | 中建八局第三建设有限公司 | Method for jacking and disassembling bailey bracket under bridge |
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Effective date of registration: 20240422 Granted publication date: 20171031 |