CN106063123A - Members for constituting stand for installing solar power generation panel - Google Patents
Members for constituting stand for installing solar power generation panel Download PDFInfo
- Publication number
- CN106063123A CN106063123A CN201480073821.6A CN201480073821A CN106063123A CN 106063123 A CN106063123 A CN 106063123A CN 201480073821 A CN201480073821 A CN 201480073821A CN 106063123 A CN106063123 A CN 106063123A
- Authority
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- China
- Prior art keywords
- stake
- parts
- stringer
- horizontal material
- crossbeam
- 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.)
- Granted
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- 238000010248 power generation Methods 0.000 title abstract description 5
- 239000000463 material Substances 0.000 claims description 102
- 230000008093 supporting effect Effects 0.000 claims description 20
- 238000010276 construction Methods 0.000 description 17
- 230000005484 gravity Effects 0.000 description 5
- 230000001788 irregular Effects 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000018199 S phase Effects 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000005693 optoelectronics Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000005336 safety glass Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 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
- H02S20/30—Supporting structures being movable or adjustable, e.g. for angle adjustment
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
- F24S25/10—Arrangement of stationary mountings or supports for solar heat collector modules extending in directions away from a supporting surface
- F24S25/12—Arrangement of stationary mountings or supports for solar heat collector modules extending in directions away from a supporting surface using posts in combination with upper profiles
-
- 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
- H02S20/10—Supporting structures directly fixed to the ground
-
- 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
- Y02E10/40—Solar thermal energy, e.g. solar towers
- Y02E10/47—Mountings or tracking
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Thermal Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Photovoltaic Devices (AREA)
Abstract
These members for constituting a stand for installing a solar power generation panel are characterized by being provided with: a plurality of piles which are erected on the ground; a plurality of first bar members each of which is supported by the pile, and has an angle changeable around three axes with respect to the pile and an adjustable height; a connecting fitting which connects the pile and the first bar member; and a plurality of second bar members each of which is supported by the first bar member and disposed in a direction orthogonal to the first bar member, and being applicable to both a longitudinal member precedence structure in which the first bar member is disposed in a longitudinal direction, and a cross member precedence structure in which the first bar member is disposed in a crosswise direction without changing the respective structures of the pile, the connecting fitting, and the first bar member.
Description
Technical field
The present invention relates to a kind of for constituting a support of honouring the solar panel that sunlight carries out opto-electronic conversion
Parts, specifically, relate to a kind of by the structure linking crossbeam for constituting what solar panel arranged with support
Parts, its middle cross beam and the top composition groined type at the supporting pile squeezing into ground.
Background technology
Solar panel is generally arranged on the ground by large scale industry solar electrical energy generation facility.Such as, patent documentation 1
Described in support in, stringer 14 is fixed in concrete foundation 11 obliquely, and horizontal material 15 is solid in the way of orthogonal with stringer 14
Being scheduled on stringer 14, stringer 14 and horizontal material 15 form groined type.And, as it can be seen, solar panel 17 is with longitudinal configuration
It is fixed on (Fig. 1 of referenced patent document 1) on horizontal material 15.
Solar panel considers from viewpoints such as designs, there is also the situation (example being fixed on support with landscape configuration
As, patent documentation 2).In support described in patent documentation 2, stringer 12 is fixed on the supporting pile 11 squeezing into ground obliquely,
Horizontal material 13 is fixed on stringer 12 in the way of orthogonal with stringer 12, and stringer 12 and horizontal material 13 are with the support phase with patent documentation 1
Same mode forms groined type.And, as it can be seen, solar panel 16 is so that long limit and the horizontal material of solar panel 16
The mode of 13 overlaps and be fixed on (Fig. 1 of referenced patent document 2) on horizontal material 13 with landscape configuration.
Support as shown in patent documentation 1 and 2 is by the structure that horizontal material forms on the preferential stringer arranged groined type
(hereinafter referred to as stringer priority structure) forms.As the structure being different from, there is also and will be indulged by the preferential horizontal material arranged
The structure (the most horizontal material priority structure) of material composition groined type.
Further, the base structure form of support has concrete foundation as Patent Document 1, such as patent documentation 2 institute
The various structures forms such as the pile foundation shown.Generally, pile foundation structure has in irregular landform that easily operation, duration be short, valency
The advantage that lattice are low, but base area surface hardness, in have the surface states such as clear to exist and be difficult to pile foundation structure
Design and the situation of construction.
In recent years, the Quantity of large scale industry solar electrical energy generation facility increases considerably, although expect from now on
Quantity also can increase, but in relatively flat and ground, the quantity in the place of the less applicable construction of barrier has in Japan
Limit.In this context, recently, build large scale industry solar electrical energy generation in the sloping floor such as golf course and mountain area to set
The demand executed is more and more higher.
Compared with other base structures, pile foundation structure easily operates in irregular landform, and can construct
The less mechanical execution of kind, therefore by using pile foundation structure, it is possible to is being considered to be not suitable for the ground of construction up to now
The sloping floor of point, builds support with low price and casual labourer's phase.
[prior art literature]
[patent documentation]
Patent documentation 1: Japanese Unexamined Patent Publication 2011-134847 publication
Patent documentation 2: Japanese Unexamined Patent Publication 2012-186293 publication
Summary of the invention
[the technical problem to be solved in the present invention]
Most of solar panels are, use resin or safety glass etc. to enter the battery (cell) being arranged in multi-disc
Row clamping, and use metal framework to strengthen the structure of periphery.Such solar panel uses the quilt such as fixture or bolt
Being fixed on the position of the central authorities being slightly closer to length direction from the end on long limit, about the 1/4 of the such as length near long limit is long
4 points on the position of the central authorities in degree direction, this is the most advantageously.
So, in the case of fixing solar panel with 4 points on long limit, in the support of stringer priority structure, too
Sun can be fixed on support with longitudinally configuration by power generation plate, so that two fixing points opposed with the short side direction of solar panel
On horizontal material overlapping (referenced patent document 1).Or, solar panel is fixed on support with landscape configuration, so that the sun
The long limit overlapping with horizontal material (referenced patent document 2) of energy power generation plate.
According to the opinion of the present inventor, it is fixed on support with longitudinally configuration at solar panel, so that and solar energy
Two fixing points that the short side direction of power generation plate is opposed in the case of overlap, prop up when being arranged on by solar panel on horizontal material
Time on frame, even if solar panel the most somewhat moves, solar panel slips between horizontal material and falls
Danger is the least.Therefore, staff can be configured the operation of solar panel relievedly, and workability is excellent.
On the other hand, it is fixed on support with landscape configuration at solar panel, so that the long limit of solar panel
In the case of overlapping with horizontal material, if horizontal material is less with the engagement amount on the long limit of solar panel, then solar panel exists
The dangerous increase slipped between horizontal material and fall.Therefore, staff is necessary to be configured modestly solar electrical energy generation
The operation of plate, may result in reduction workability the most sometimes.
That is, it has been recognised by the inventors that when plan by solar panel with longitudinally configuration in the case of, stringer priority structure
The workability of frame is good, when plan by solar panel with landscape configuration in the case of, the work of the support of horizontal material priority structure
Industry is good.
The support of stringer priority structure is respectively custom-designed support with the support of horizontal material priority structure, accordingly, it would be desirable to
Support is selected in the configuration coordinating solar panel.Under current situation, the support of stringer priority structure is preferentially tied with horizontal material
The universal component of the support of structure is less, as the manufacturer of support, it is desirable to make by collecting variety of components manufacture efficient activity and
Store keeping is simplified.Further, there is following problem as support designer: i.e. the support of stringer priority structure is excellent with horizontal material
The parts versatility of the support of first structure is the fewest, then staff reaches proficiency level and gets over the cost time.
For above-mentioned pile foundation structure, it is easier to tackle irregular landform compared to other base structure, and
More and more higher in the demand being considered up to now to be not suitable on the sloping floor in the place of construction.But, such as abrupt slope, hard
Ground, have and use pile foundation structure under the harsh execution conditions such as more ground obstacle in the case of, exist as after class
Topic: be i.e. susceptible to the collapsing of stake, distort, height error, in order to ensure the construction degree of accuracy of driven pile, need construction highly
Technology.According to circumstances, sometimes it is also required to change the position of stake.Therefore, the requirement of support own can absorb the construction error of stake
Structure.
The present invention completes in view of the foregoing, its object is to provide a kind of and sends out for constituting following solar energy
Electroplax arranges with the parts of support: for the parts that solar panel is arranged with support, is squeezed into propping up of ground by being attached at
Hold the structure of the crossbeam of the top composition groined type of stake and constitute, wherein by having the knot of the construction error that can absorb stake
Structure, easily reply tilts place/irregular landform, and can be excellent to stringer priority structure and horizontal material by minimum variety of components
First both structures operate.
[solving the scheme of problem]
The parts that use support is set for constituting solar panel of the present invention, it is characterised in that possess:
Multiple stakes, stand up ground；
Multiple first crossbeam parts, by described pile bearing, and the most described stake can change angles and can around three axles
Adjust height；
Link accessory, link described stake and described first crossbeam parts；And
Multiple second cross beam parts, by described first crossbeam parts carry, and with described first crossbeam parts are just arranged in
The direction handed over,
Need not change described stake, described link accessory and each structure of described first crossbeam parts, it becomes possible to be applicable to
Described in longitudinal stringer priority structure configuring described first crossbeam parts and landscape configuration, the horizontal material of first crossbeam parts is preferentially tied
Structure.
[invention effect]
It is not necessary according to the invention that change stake, link accessory and each structure of first crossbeam parts, it is also possible to excellent to horizontal material
Both first structure and stringer priority structure operate.
Accompanying drawing explanation
In Fig. 1, (a) is that the solar panel being set to horizontal material priority structure arranges the side view using support, and (b) is that it is bowed
View.
In Fig. 2, (a) is the sectional view of stake, and (b) is the sectional view of horizontal material and stringer.
Fig. 3 is the figure that explanation links the structure of accessory.
Fig. 4 is the enlarged drawing of stake and the linking portion of horizontal material.
Fig. 5 is the axonometric chart of stake and the linking portion of horizontal material.
In Fig. 6, (a), (b), (c) are to illustrate that horizontal material changes the figure of angle relative to stake, and (d) is for illustrating that horizontal material is relative to stake
Adjust the figure of height.
In Fig. 7, (a) is that the solar panel being set to stringer priority structure arranges the side view using support, and (b) is that it is bowed
View.
Fig. 8 is the enlarged drawing of stake and the linking portion of stringer.
Fig. 9 is the axonometric chart of stake and the linking portion of stringer.
In Figure 10, (a), (b), (c) are the figure that explanation stringer changes angle relative to stake, and Figure 10 (d) is explanation stringer phase
Stake is adjusted to the figure of height.
Detailed description of the invention
Hereinafter, with reference to accompanying drawing, according to embodiment, the present invention is described in detail.
Embodiment
Fig. 1 (a) is that the solar panel of one embodiment of the invention arranges the side view using support 1, and Fig. 1 (b) is it
Top view.(below, as these general names referred to as solar panel is arranged possesses 4 pile 10a, 10b, 10c, 10d with support 1
" stake 10 "), 2 horizontal material 20a, 20b (following, be referred to as " horizontal material 20 " as these general names), 6 stringer 30a, 30b, 30c, 30d,
30e, 30f (following, to be referred to as " stringer 30 " as these general names) and link the link accessory 40 of stake 10 and horizontal material 20.
Bottom is squeezed into ground 3 and is fixed by stake 10 respectively, and is erect setting vertically.In the east with plane figure 1 above (b)
West is on the rectangle summit being set to length direction, and stake 10a, 10b, 10c, 10d are each provided with 1.
The cross sectional shape of stake 10 is the flute profile as shown in Fig. 2 (a), and open side 11 configures towards southern side.
As shown in Fig. 1 (b), horizontal material 20a configures along east-west direction, is propped up by stake 10a and link accessory 40 near its western end
Hold, supported by stake 10b and link accessory 40 near the east.Identically with horizontal material 20a, horizontal material 20b is also by stake 10c and stake
10d supports.In stringer 30 and horizontal material 20, the material supported by stake 10 is referred to as first crossbeam parts, passes through first crossbeam
The material that parts support is referred to as second cross beam parts.In example shown in Fig. 1 (a), Fig. 1 (b), horizontal material 20 is first crossbeam portion
Part, stringer 30 are second cross beam parts.
As shown in Fig. 2 (b), the cross sectional shape of horizontal material 20 is with box-shaped as basic configuration, is being provided above with groove portion 21,
Left and right side is respectively arranged with groove portion 22,22.In groove portion 21,22 with the form of the central part opening of groove be provided with protuberance 23,
24, in order to embed the fixing plate of bolt described later etc..
Stringer 30 is to configure obliquely along North and South direction in the way of southern side is on the lower side, from the two of the central authorities of two ends 1/4 length
Individual point is supported by by horizontal material 20a, 20b.Stringer 30 and horizontal material 20 at their crossover location by not shown standing finish quilt
Link.Stringer 30 is set to about 1/2 length on the long limit of solar panel 4 at the configuration space of east-west direction.
As shown in Fig. 2 (b), the cross sectional shape of stringer 30 is identical with the cross sectional shape of horizontal material 20, setting in shape in box-shaped
It is equipped with the shape in groove portion 31,32.Groove portion 31,32 is provided with protuberance 33,34.So, the cross section of the stringer 30 that span is less is made
The horizontal material 20 that shape is bigger with span coordinates, may be less economical from the standpoint of quantity of material, but can reduce parts
Kind makes component management simplification.
The material of stake 10 is the steel through galvanizing by dipping, is manufactured by roll forming.The material of horizontal material 20 and stringer 30 is equal
For aluminium alloy, manufactured by extrusion molding.
On stringer 30, the solar panel 4 of 9 rectangular shape is in the way of its long limit is parallel with horizontal material 20, logical
Cross not shown fixture to be fixed.
It is following sequence that solar panel is arranged by the general sequence of construction of support 1: (1) is erect and arranged stake 10；(2)
Stake 10 is installed and links accessory 40；(3) on link accessory 40, horizontal material 20 is linked；(4) on horizontal material 20, stringer 30 is linked；
(5) solar panel 4 is installed on stringer 30.
Fig. 3 is the figure that explanation links the structure of accessory 40, and Fig. 4 is the enlarged drawing of stake 10 and the linking portion of horizontal material 20.
Link accessory 40 to be made up of hinge member 41 and two beam supporting accessories 61.Cross sectional shape with regard to hinge member 41
For, with the hollow trapezoid shape that is made up of upper flange 42 and lower flange 43 and two panels net 44,45 as basic configuration, upper flange
The two ends of 42 are provided with extension 46,47.Further, connect in the inner side of above-mentioned trapezoidal shape on cornerwise position and be provided with
Reinforcing plate 48,49.Upper flange 42 is parallel to each other with lower flange 43, but the center of lower flange 43 relative to upper flange 42 center to
Left direction (under the state being arranged on stake 10 for south to) is eccentric.It addition, upper flange 42 can also be not parallel with lower flange 43.
The pivot being provided with tubulose with net 44 in the position that lower flange 43 intersects props up hole 50, at lower flange 43 and net
45 positions intersected are provided with the pivot of tubulose and prop up hole 51.Pivot prop up the central shaft in hole 51 the center of gravity by upper flange 42 relative to
On the vertical of upper flange 42.That is, pivot prop up the position in hole 51 be set to almost with the position of centre of gravity of the North and South direction of hinge member 41
Unanimously.On the other hand, pivot props up the position position of centre of gravity lateral deviation to the south heart from the North and South direction of hinge member 41 in hole 50.Stretching out
The elongated hole 52,53 extended to North and South direction it is provided with in portion 46,47.
Beam supporting accessory 61 is the parts of cross section L-shaped, and this beam supporting accessory 61 includes: east-west direction width is smaller
The plate-shaped member i.e. hinge joint 62 of east-west direction width in the upper flange 42 of hinge member 41；And with hinge joint 62
The identical plate-shaped member i.e. crossbeam joint portion 63 of east-west direction width.Hinge joint 62 is provided with bolt hole 64,
The elongated hole 65 vertically extended it is provided with on crossbeam joint portion 63.
Hinge member 41 is to tilt in the way of southern side is on the lower side, by running through the upper end being positioned close to stake 10
Two bolts hole 12,13 of the open side 11 near portion and pivot prop up the bolt 71 (example of spindle unit) in hole 50 and nut 81 and quilt
It is fixed on the top of stake 10.Lower flange 43 is eccentric relative to upper flange 42, and therefore link accessory 40 is arranged on the state of stake 10
Under, stake core B is substantially uniform with the position of the North and South direction of the perpendicular A at the center comprising upper flange 42.Thereby, it is possible in stake
Horizontal material 20 is not made to configure with significantly deviateing on core B.
Further, pivot props up the position position of centre of gravity lateral deviation to the south heart from the North and South direction of hinge member 41 in hole 50, therefore cuts with scissors
Card attachment 41 props up, by pivot, the tendency tilted to north side (clockwise direction in Fig. 4) centered by hole 50 because himself gravity exists.
Thus, as shown in Figure 4, horizontal material 20, under the state that southern side (counterclockwise) tilts, can do one's utmost to reduce and prop up hole 50 with pivot and be
The torque at center.Therefore, horizontal material 20 the most easily balances, and application property when correspondingly assembling horizontal material 20 becomes
Obtain well.
Two panels beam supporting accessory 61 at the center with the upper flange 42 relative to hinge member 41 in North and South direction
Become on the position of symmetry, make hinge joint 62 mode outwardly, according to the bolt 72 running through elongated hole 52 (53), bolt hole 64
And nut 82, it is fixed on extension 46,47.Hinge member 41 and beam supporting accessory 61 be combined into bolt stop, therefore
The beam supporting accessory 61 Plane Installation angle relative to hinge member 41 can be adjusted.
For the crossbeam joint portion 63 of beam supporting accessory 61, cut by running through the bolt 73 of elongated hole 65 and being provided with
The screw 75 cutting female thread and the plate 74 in the groove portion 22 embedding horizontal material 20, link with horizontal material 20.When assembling, staff's hands
Refer to or instrument is by under the fixing state of plate 74, with prescribed torque, bolt 73 is screwed into screw 75.
Fig. 5 represents that stake 10 and horizontal material 20 are via the axonometric chart linking the state that accessory 40 links.Link accessory 40 with in south
Under the state that mode under lateral deviation tilts, for the position of above-below direction, the lower container of hinge member 41 is at the groove of stake 10
The inside in type cross section, the top of hinge member 41 and two beam supporting accessories 61 are with shape more top compared with the upper end of stake 10
State links with stake 10.And, horizontal material 20 tilts to North and South direction abreast with linking accessory 40, joins being clipped in two beam supportings
The form of the crossbeam joint portion 63 of part 61 links with linking accessory 40.
Fig. 6 (a)～Fig. 6 (d) is to illustrate that horizontal material 20 is relative to the angle (adjustment of setting angle) of stake 10 and above-below direction
The figure of position adjustment.Shown in Fig. 6 (a)～Fig. 6 (d), each left side is the stake 10 situation according to design accurately construction, right side
For stake 10 produces the situation of certain construction error.
Link accessory 40 by run through pivot prop up hole 50 and to east-west direction extend bolt 71 link with stake 10, horizontal material 20 sets
For angle can be changed relative to stake 10 around bolt 71.Therefore, as shown in Fig. 6 (a), even if stake 10 tilts to North and South direction, also
The angle [alpha] formed below the above of stake 10 and horizontal material 20 can be adjusted, by formed with horizontal plane below horizontal material 20
Angle is arranged to value θ of regulation.
Link accessory 40 and be linked to the side of horizontal material 20 by running through elongated hole 65 and two bolts 73 extending to North and South direction
Face, horizontal material 20 is set to change angle relative to stake 10 around bolt 73.Therefore, as shown in Fig. 6 (b), even if stake 10 is to thing
Direction tilts, it is also possible to by the angle beta between adjusting below the above of stake 10 and horizontal material 20, be arranged to eastwards by horizontal material 20
West is predetermined angular to level or relative to level.
By running through bolt hole 64 and elongated hole 52 (53) and the bolt 72 extended to vertical direction, two beam supporting accessories
61 extensions 46 (47) being respectively fixed to hinge member 41, it is possible to change angle around bolt 72 relative to hinge metalwork 41.
Therefore, as shown in Fig. 6 (c), though in stake 10 towards in the case of deviation, (pass through by adjusting the setting angle in plane
Adjust the angle γ that the stake 10 side above with horizontal material 20 is formed), make beam supporting accessory 61 crossbeam joint portion 63 and
The side of horizontal material 20 is parallel, hereby it is possible to be accurately disposed on east-west direction by horizontal material 20.That is, horizontal material 20 can be relative to stake
10 and midpoint C around the line segment by the linking two bolts 72 straight line change angles extended to vertical direction.
The hole being arranged at crossbeam joint portion 63 in order to run through bolt 73 is set to the longer elongated hole of above-below direction 65.Therefore, as
Shown in Fig. 6 (d), even if the above height of stake 10 is different from design load, it is also possible to the above and horizontal material of adjustment stake 10 20 times
Distance d between face, and horizontal material 20 is arranged to specified altitude (calibrated altitude).It addition, in this embodiment, although it is set to even
Knot accessory 40 carries out adjustment highly with the linking part of horizontal material 20 but it also may such as by the bolt that will be formed in stake 10
Hole 12,13 is set to elongated hole, and carries out adjustment highly linking the accessory 40 linking part with stake 10.And, it is also possible to as follows
Mode carries out height adjustment: will all be set to adjust height by the linking part at above-mentioned two, is linking accessory 40 and stake 10
Linking part coordinates general height, carries out final inching linking the accessory 40 linking part with horizontal material 20.
Then, use structure that the parts identical with each parts used during support 1 are set with constituting solar panel,
The solar panel as stringer priority structure supported by stake 10 for stringer 30 arranges and illustrates with support 2.
Fig. 7 (a) is that solar panel arranges the side view using support 2, and Fig. 7 (b) is its top view.
Solar panel is arranged possesses 6 pile 10a, 10b, 10c, 10d, 10e, 10f (below, as these with support 2
General name be referred to as " stake 10 "), 4 horizontal material 20a, 20b, 20c, 20d (following, the general name as these is referred to as " horizontal material 20 "), 3
Stringer 30a, 30b, 30c (following, the general name as these is referred to as " stringer 30 ") and link the link accessory of stake 10 and stringer 30
40。
The geomery of stake 10, horizontal material 20, stringer 30 and link accessory 40 is arranged with solar panel respectively with propping up
The situation of frame 1 is identical.
Stake 10 makes bottom squeeze into ground 3 and be fixed respectively, and is erect setting vertically.By plane figure 7 above (b)
East-west direction is set on the rectangle summit of length direction, and stake 10a, 10b, 10e, 10f respectively configure 1, its rectangular long limit
Midpoint be configured with a 10c and stake 10d.Upper shed side 11, configuration direction in the plane of stake 10 is towards east side.
As shown in Fig. 7 (b), stringer 30a is to configure obliquely to North and South direction in the way of southern side is on the lower side, near its North
Supported by stake 10a and link accessory 40, is supported by stake 10b and link accessory 40 near the south.Similarly, stringer 30b
Being supported by stake 10c and stake 10d, stringer 30c is supported by stake 10e and stake 10f.Therefore, solar panel is arranged with support 2
In, stringer 30 is as first crossbeam parts, and horizontal material 20 is as second cross beam parts.
Horizontal material 20 configures along east-west direction, is supported by by stringer 30a, 30c, 30b with central authorities near its two ends.Stringer 30 and
Horizontal material 20 is concatenated by not shown standing finish at their crossover location.The configuration space of the North and South direction of horizontal material 20 is set to
About 1/2 length on the long limit of solar panel 4.
On horizontal material 20, the solar panel 4 of 12 rectangular shape is in the way of its long limit is parallel with stringer 30, logical
Cross not shown fixture to be fixed.
It is following sequence that solar panel is arranged by the general sequence of construction of support 2: (1) is erect and arranged stake 10；(2)
Stake 10 is installed and links accessory 40；(3) link stringer 30 on accessory 40 is being linked；(4) on stringer 30, horizontal material 20 is linked；
(5) solar panel 4 is installed on horizontal material 20.
Fig. 8 is the enlarged drawing of stake 10 and the linking part of stringer 30.Link structure and the structure shown in Fig. 3, Fig. 4 of accessory 40
Identical, but have following discrepancy: bolt 71 runs through pivot and props up hole 51, and upper flange 42 is arranged on stake 10 in the way of becoming level.
So, hinge member 41 is by different parallel two in the position possessing horizontal direction (in Fig. 8 for east-west direction)
Individual pivot props up hole 50,51, even if solar electrical energy generation plate 4 tilts also to be able to not make first crossbeam parts join with significantly deviateing a core
Put, and the preferential situation of horizontal material and stringer preferential in the case of be used in conjunction with also without changing the structure linking accessory 40.
Further, in the present embodiment, horizontal material 20 is identical with the cross sectional shape of stringer 30, situation that the most horizontal material is preferential and stringer
In the case of You Xian, it is not necessary to change the interval of two crossbeam joint portions 63.Even if horizontal material 20 is different from the width of stringer 30
In the case of, it is set to elongated hole 52,53 owing to running through the bolt hole of the bolt 72 linking hinge member 41 and beam supporting accessory 61, because of
This need not to change and links structure of accessory 40 and also be able to adjust the interval of crossbeam joint portion 63 and tackle that horizontal material is preferential, stringer is excellent
First both of these case.Alternatively, it is also possible to set a crossbeam joint portion 63.
Fig. 9 is to represent that stake 10 and stringer 30 are by linking the axonometric chart of the state that accessory 40 links.Link accessory more than 40
Flange 42 becomes the state of level, and for the position of above-below direction, the lower container of hinge member 41 is cut at the grooved of stake 10
The inside in face, the top of hinge member 41 and two beam supporting parts 61 are with state more top compared with the upper end of stake 10 and stake
10 link.And, stringer 30 tilts to North and South direction, to be clipped in the form of the crossbeam joint portion 63 of two beam supporting accessories 61
Link with linking accessory 40.
Figure 10 (a)～Figure 10 (d) is that explanation stringer 30 is relative to the angle of stake 10 and the figure of the position adjustment of above-below direction.
Figure 10 (a)～Figure 10 (d) illustrates, each left side is the stake 10 situation according to design accurately construction, and right side is to produce certain in stake 10
Plant the situation of construction error.
Link accessory 40 by run through pivot prop up hole 51 and to North and South direction extend bolt 71 link with stake 10, stringer 30 is set to
Angle can be changed around bolt 71 relative to stake 10.Therefore, as shown in Figure 10 (a), even if stake 10 tilts to east-west direction, also can
Enough by adjusting the angle [alpha] 2 formed below the above and stringer 30 of stake 10, stringer 30 is arranged to east-west direction level
Or be predetermined angular relative to level.
Link accessory 40 by running through elongated hole 65 and two bolts 73 extending to east-west direction are linked to the side of stringer 30,
Stringer 30 is set to change angle relative to stake 10 around bolt 73.Therefore, as shown in Figure 10 (b), even if stake 10 is to the South and the North
To inclination, it is also possible to by the angle beta 2 between adjusting below the above and stringer 30 of stake 10, stringer 30 is arranged to southwards
The north is in regulation tiltangleθ.
According to running through bolt hole 64 and elongated hole 52 (53) and the bolt 72 extended to vertical direction, two beam supporting accessories
61 extensions 46 (47) being respectively fixed to hinge member 41, it is possible to change angle around bolt 72 relative to hinge metalwork 41.
Therefore, as shown in Figure 10 (c), though in stake 10 towards in the case of deviation, (pass through by adjusting the setting angle in plane
Adjust before stake 10 angle γ 2 that the side with stringer 30 is formed) so that the crossbeam joint portion 63 of beam supporting accessory 61
It is parallel with the side of stringer 30, hereby it is possible to stringer 30 is accurately disposed in North and South direction.That is, stringer 30 can be relative to
The straight line that stake 10 and the midpoint C around the line segment by linking two bolts 72 extend to vertical direction changes angle.
The hole being arranged at crossbeam joint portion 63 in order to run through bolt 73 is set to vertically extending elongated hole 65.Therefore,
As shown in Figure 10 (d), even if the above height of stake 10 is different from design load, it is also possible to adjust the above and stringer 30 of stake 10
Distance d2 between below, and stringer 30 is arranged to specified altitude (calibrated altitude).
It addition, in the present embodiment, although horizontal material 20, stringer 30 to be set to be arranged in east-west direction or North and South direction, but only
Want horizontal material 20 and stringer 30 be combined into groined type, then configuration direction can also be inconsistent with east-west direction, North and South direction.
Although ground 3 being set to smooth and not tilting, but owing to being that stake 10 is squeezed into the structure that ground 3 fixes, therefore
Even if ground 3 exists concavo-convex or there is inclination and can also easily construct.
As described above, as long as using the combination of the parts comprising stake 10, horizontal material 20, stringer 30 and link accessory 40,
Then need not to change the shape of each parts just can corresponding, stringer preferential with horizontal material preferential in arbitrary construction method.It addition, the
One beam part can also be different from the cross sectional shape of second cross beam parts.
Further, under the either case in, stringer preferential with horizontal material is preferential, first crossbeam parts can relative to stake 10 around
Three axles change angle, and also are able to adjust height.Therefore, it is possible to absorb stake 10 at the inclination of east-west direction, the inclining of North and South direction
Tiltedly, in plane configuration direction deviation and highly deviated and according to design position and inclined solar electrical energy generation plate 4.
The parts that use support is set for constituting solar panel according to the present application, it is not necessary to develop multiple
Frame type, and there is such as inferior advantage, i.e. it is prone to the cantilever type of construction by assembling and makes high construction efficiency, by a point set
Middle exploitation and make exploitation efficient, by making variety of components minimized and cost degradation and store keeping are simplified, passed through stringer
Preferential or horizontal material the most all uses same parts to make the easy skilled operation of staff.
Description of reference numerals
1,2-solar panel arranges and uses support,
3-ground,
4-solar panel,
10,10a, 10b, 10c, 10d, 10e, 10f-stake,
11-open side,
12,13-bolt hole,
20, the horizontal material of 20a, 20b, 20c, 20d-(first crossbeam parts or second cross beam parts),
21,22-groove portion,
23,24-protuberance,
30,30a, 30b, 30c, 30d, 30e, 30f-stringer (first crossbeam parts or second cross beam parts),
31,32-groove portion,
33,34-protuberance,
40-links accessory,
41-hinge member,
42-upper flange,
43-lower flange,
44,45-net,
46,47-extension,
48,49-armature,
50,51-pivot props up hole,
52,53-elongated hole,
61-beam supporting accessory,
62-hinge joint,
63-crossbeam joint portion,
64-bolt hole,
65-elongated hole,
71-bolt (spindle unit),
72,73-bolt,
74-plate,
75-screw,
81,82-nut.
Claims (4)
1. being used for constituting solar panel and arrange the parts using support, it possesses:
Multiple stakes, stand up ground；
Multiple first crossbeam parts, by described pile bearing, and the most described stake can change angle around three axles and can adjust
Whole height；
Link accessory, link described stake and described first crossbeam parts；And
Multiple second cross beam parts, by described first crossbeam parts carry and in the direction orthogonal with described first crossbeam parts
Configuration,
Need not change described stake, described link accessory and each structure of described first crossbeam parts, it becomes possible to be applicable to longitudinal direction
Configure the horizontal material priority structure of first crossbeam parts described in the stringer priority structure of described first crossbeam parts and landscape configuration.
The parts that use support is set for constituting solar panel the most according to claim 1, it is characterised in that
Described link accessory possesses:
Hinge member, is linked with described stake by spindle unit, and described spindle unit is disposed through the pivot of bottom and props up hole and described stake；
And
Two beam supporting accessories, it is on the top of described hinge member, across comprise described pivot prop up hole central shaft hang down
It is oppositely arranged on the position of straight plane, is mounted to adjust the setting angle in plane, and keeps described first crossbeam parts.
The parts that use support is set for constituting solar panel the most according to claim 2, it is characterised in that
Described link accessory possesses the multiple described pivot that is different and that be parallel to each other of the position in horizontal direction and props up hole,
Described spindle unit runs through of the plurality of pivot Zhi Kongzhong.
4. according to the parts arranging use support for constituting solar panel described in any one in claims 1 to 3, its
In,
Need not change described stake, described link accessory, described first crossbeam parts and each structure of described second cross beam parts,
Just can be applicable to described stringer priority structure and described horizontal material priority structure.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2014/051324 WO2015111164A1 (en) | 2014-01-23 | 2014-01-23 | Members for constituting stand for installing solar power generation panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106063123A true CN106063123A (en) | 2016-10-26 |
| CN106063123B CN106063123B (en) | 2018-08-10 |
Family
ID=53680995
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201480073821.6A Expired - Fee Related CN106063123B (en) | 2014-01-23 | 2014-01-23 | Component for constituting solar panel setting holder |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP6277209B2 (en) |
| CN (1) | CN106063123B (en) |
| PH (1) | PH12016501449B1 (en) |
| WO (1) | WO2015111164A1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6715535B2 (en) * | 2016-10-07 | 2020-07-01 | 菱中産業株式会社 | Connection structure |
| DE102018221183B3 (en) * | 2018-09-03 | 2019-12-19 | S-Rack K.K. | Adjustment fitting and support system for solar modules |
| CZ2022401A3 (en) * | 2022-09-23 | 2023-08-30 | AdiZone s.r.o. | A pillar especially for shelters |
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|---|---|---|---|---|
| WO2011016498A1 (en) * | 2009-08-07 | 2011-02-10 | シャープ株式会社 | Rack for structure installation, method for fabricating the rack for structure installation, structure for structure connection, connecting member of the structure for structure connection, method for fabricating the structure for structure connection, and solar cell system |
| CN201878046U (en) * | 2010-10-27 | 2011-06-22 | 中环光伏系统有限公司 | Adjustable support for photovoltaic array |
| CN202103062U (en) * | 2011-05-06 | 2012-01-04 | 天津天润成能源技术研发有限公司 | Special two-way adjustable bracket for photovoltaic system |
| CN102383816A (en) * | 2011-09-26 | 2012-03-21 | 三一重型综采成套装备有限公司 | Hydraulic support, connection mechanism of push rod of hydraulic support and connector, and fully-mechanized mining surface |
| CN102645035A (en) * | 2012-05-04 | 2012-08-22 | 中国科学院电工研究所 | Hydraulic drive mechanism of heliostat |
| CN102891197A (en) * | 2012-09-06 | 2013-01-23 | 云南省电力设计院 | Adjustably mounted solar battery component fixing bracket |
| WO2013162009A1 (en) * | 2012-04-26 | 2013-10-31 | 京セラ株式会社 | Solar cell device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4987059B2 (en) * | 2009-08-07 | 2012-07-25 | シャープ株式会社 | Structure installation stand, structure installation method, and solar cell system |
-
2014
- 2014-01-23 CN CN201480073821.6A patent/CN106063123B/en not_active Expired - Fee Related
- 2014-01-23 JP JP2015558645A patent/JP6277209B2/en active Active
- 2014-01-23 WO PCT/JP2014/051324 patent/WO2015111164A1/en active Application Filing
-
2016
- 2016-07-22 PH PH12016501449A patent/PH12016501449B1/en unknown
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011016498A1 (en) * | 2009-08-07 | 2011-02-10 | シャープ株式会社 | Rack for structure installation, method for fabricating the rack for structure installation, structure for structure connection, connecting member of the structure for structure connection, method for fabricating the structure for structure connection, and solar cell system |
| CN201878046U (en) * | 2010-10-27 | 2011-06-22 | 中环光伏系统有限公司 | Adjustable support for photovoltaic array |
| CN202103062U (en) * | 2011-05-06 | 2012-01-04 | 天津天润成能源技术研发有限公司 | Special two-way adjustable bracket for photovoltaic system |
| CN102383816A (en) * | 2011-09-26 | 2012-03-21 | 三一重型综采成套装备有限公司 | Hydraulic support, connection mechanism of push rod of hydraulic support and connector, and fully-mechanized mining surface |
| WO2013162009A1 (en) * | 2012-04-26 | 2013-10-31 | 京セラ株式会社 | Solar cell device |
| CN102645035A (en) * | 2012-05-04 | 2012-08-22 | 中国科学院电工研究所 | Hydraulic drive mechanism of heliostat |
| CN102891197A (en) * | 2012-09-06 | 2013-01-23 | 云南省电力设计院 | Adjustably mounted solar battery component fixing bracket |
Also Published As
| Publication number | Publication date |
|---|---|
| JP6277209B2 (en) | 2018-02-07 |
| WO2015111164A1 (en) | 2015-07-30 |
| PH12016501449A1 (en) | 2016-08-22 |
| PH12016501449B1 (en) | 2016-08-22 |
| JPWO2015111164A1 (en) | 2017-03-23 |
| CN106063123B (en) | 2018-08-10 |
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