TWM574665U - Solar panel installation device - Google Patents
Solar panel installation device Download PDFInfo
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- TWM574665U TWM574665U TW107210064U TW107210064U TWM574665U TW M574665 U TWM574665 U TW M574665U TW 107210064 U TW107210064 U TW 107210064U TW 107210064 U TW107210064 U TW 107210064U TW M574665 U TWM574665 U TW M574665U
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- Taiwan
- Prior art keywords
- truss
- sliding piece
- plane
- solar panel
- bridging
- Prior art date
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- 238000009434 installation Methods 0.000 title claims description 17
- 230000000694 effects Effects 0.000 claims abstract description 6
- 229910052751 metal Inorganic materials 0.000 claims abstract description 6
- 239000002184 metal Substances 0.000 claims abstract description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 230000008878 coupling Effects 0.000 claims description 15
- 238000010168 coupling process Methods 0.000 claims description 15
- 238000005859 coupling reaction Methods 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 229910003460 diamond Inorganic materials 0.000 claims description 5
- 239000010432 diamond Substances 0.000 claims description 5
- -1 magnesium-aluminum-zinc Chemical compound 0.000 claims description 2
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical group Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 239000000203 mixture 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
Classifications
-
- 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
- Photovoltaic Devices (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
一種太陽能板安裝裝置(二),係以基座固設於金屬建築物或混凝土結構體的特定位置,可藉由前述基座以為第一桁架設置安裝,前述第一桁架再以架橋件與第二桁架互為連結,前述第二桁架再為鎖固件設置安裝,再藉由前述鎖固件以扣固安裝太陽能板,達成快速組裝太陽能板之目的與效用,實現綠色能源之環境保護目的。A solar panel mounting device (2) is fixed at a specific position of a metal building or a concrete structure by a pedestal, and can be installed by the pedestal for the first truss, and the first truss is further provided by a bridge member and a The two trusses are connected to each other, and the second truss is installed and installed for the fasteners, and the solar panels are fastened by the above-mentioned fasteners to achieve the purpose and effect of rapidly assembling the solar panels, thereby realizing the environmental protection purpose of the green energy.
Description
本創作係為一種太陽能板安裝裝置(二),尤指一種方便與快速安裝於建築物或地面或平面之太陽能板安裝裝置。This creation is a solar panel installation device (2), especially a solar panel installation device that is convenient and quick to install on a building or on the ground or in a plane.
習知安裝太陽能板之裝置,如發明第I568981號「太陽能板之安裝固定結構」,係由複數間隔設置於各樑架上方之主橫架,各主橫架頂部中央凹設有一線槽,線槽底部設有一連通之上滑槽,各上滑槽內設有複數可滑動之上滑塊,另有複數間隔設置於各主橫架之間的副橫架,將太陽能板以二相對邊側搭置於二相鄰之主橫架上,並以另二相對邊側係搭置於二相鄰之副橫架上,另有複數片狀之主壓板於中央沿軸向設有複數等間距之通孔,藉由複數上調整定位件分別穿過各通孔並向下連結於上滑槽中之上滑塊,使各主壓板可以二旁側壓迫各太陽能板接近主橫架之一側邊緣形成定位。惟前述習知者以鋁擠型製成的配件,能否承受12級以上之颱風,或16級以上之超級颱風的瞬間陣風的吹襲,是有疑問的。且者藉由上滑塊與側滑塊的設置定位,必須由主橫架或樑架的一側置入,慢慢地移動到定位,安裝速度緩慢。A device for installing a solar panel, such as the invention No. I568981 "Installation and fixing structure for a solar panel", is a main cross frame which is disposed at a plurality of intervals above each beam frame, and a line groove is formed in the center of each of the main cross frames. The bottom of the trough is provided with a connecting upper chute, and each upper chute is provided with a plurality of slidable upper sliding blocks, and a plurality of sub-cross frames arranged at intervals between the main cross frames, the solar panels are opposite sides The side is placed on two adjacent main cross frames, and the other two opposite sides are placed on two adjacent cross frames, and the plurality of sheet-shaped main pressure plates are provided in the axial direction along the center. The through hole of the spacing is respectively passed through the through holes and connected downwardly to the upper slider in the upper sliding slot by the plurality of adjusting positioning members, so that the main pressing plates can press the solar panels to the side of the main cross frame. The side edges form a location. However, it is doubtful that the above-mentioned accessories made of aluminum extrusion type can withstand the typhoon of level 12 or above, or the instantaneous gust of the super typhoon of level 16 or above. Moreover, by positioning the upper slider and the side slider, it must be placed by one side of the main cross frame or the beam, and slowly moved to the positioning, and the installation speed is slow.
為此,本案創作人等特針對前揭習知者有關耐風壓的問題與安裝耗時的困擾,加以研究,而創作本案。To this end, the creators of this case have specially researched the problems of wind pressure resistance and the troubles of installation and time-consuming, and created the case.
本創作之目的,乃是在提供一種安裝方便簡易,可藉由桁架之間的安裝媒介結構,以提升太陽能板的抗風壓作用,得以降低風損率,提升綠色能源之效能與品質。The purpose of this creation is to provide a simple and easy installation. The installation medium structure between the trusses can enhance the wind pressure resistance of the solar panels, thereby reducing the wind loss rate and improving the efficiency and quality of the green energy.
為達上述目的,本創作之太陽能板安裝裝置,至少包含有基座,係由金屬板一體成型製成,可藉由前述基座以安裝於建築物的屋頂或混凝土結構體的特定位置,再以前述基座為第一桁架設置安裝,前述第一桁架再以架橋件與第二桁架安裝結合,並藉由第二桁架為鎖固件安裝設置,再藉由鎖固件將太陽能板安裝固定。In order to achieve the above object, the solar panel mounting device of the present invention comprises at least a pedestal which is integrally formed of a metal plate and can be mounted on a roof of a building or a specific position of a concrete structure by the pedestal. The first truss is installed in the first truss, and the first truss is further assembled by the bridging member and the second truss, and is installed by the second truss for the fastener, and then the solar panel is fixed by the fastener.
本創作之太陽能板安裝裝置,其中基座與第一桁架之間,第一桁架與架橋件之間,及架橋件與第二桁架之間,第二桁架與鎖固件之間,均以滑動片為媒介,讓前述各組件的對應結合部分,可以快速安裝與固定。The solar panel mounting device of the present invention, wherein between the base and the first truss, between the first truss and the bridge member, and between the bridge member and the second truss, the slide between the second truss and the lock For the medium, the corresponding joint parts of the aforementioned components can be quickly installed and fixed.
為了更進一步了解本創作,該最佳之實施方式,可請參閱如圖式1~7逐一解說,本創作至少包含:基座1、第一桁架2、架橋件3、第二桁架4、鎖固件5及太陽能板6組成。其中太陽能板並非屬於本創作之範疇,不能作為解釋本創作的技術特徵之一部份。In order to further understand the creation, the best implementation method can be explained one by one as shown in Figures 1 to 7. The present invention includes at least: a base 1, a first truss 2, a bridging member 3, a second truss 4, and a lock. The firmware 5 and the solar panel 6 are composed. The solar panels are not part of this creation and cannot be used as part of the technical features of this creation.
如圖1~4,前述基座1,係由鍍鋅、鍍鋁鋅、鍍鎂鋁鋅或其他材質之鋼板或金屬板製成。前述基座1設結合部10,前述結合部10包含第一側邊面100與第二側邊面101,前述第一側邊部100係由二以上之側邊面單元100a、100b組成,並於各側邊面單元100a、100b之間形成一定之空格100c。同樣地,前述第二側邊面101係由二以上之側邊面單元101a、101b組成,並於各側邊面單元101a、101b之間形成一定之空格101c,讓第一側邊面與第二側邊面可以緊貼於鋼板7之峰部70的兩側邊。於前述第一側邊面100與第二側邊面101之間並設有結合平面102,前述結合平面102設複數穿孔102a,讓第六栓設元件71得以穿過前述結合平面102設複數穿孔102a並鎖入鋼板7之峰部70內到達鋼架或鋼樑72(如圖2)。或亦可將前述基座1直接固設於混凝土結構體8的上方(如圖3),形成另一種安裝太陽能板之運用方式。1 to 4, the susceptor 1 is made of galvanized, galvanized, magnesium-aluminum-zinc or other steel or metal plates. The susceptor 1 is provided with a joint portion 10, and the joint portion 10 includes a first side surface 100 and a second side surface 101, and the first side portion 100 is composed of two or more side surface units 100a and 100b, and A certain space 100c is formed between each of the side surface units 100a, 100b. Similarly, the second side surface 101 is composed of two or more side surface units 101a, 101b, and a certain space 101c is formed between each side surface unit 101a, 101b, so that the first side surface and the first side surface The two side faces may be in close contact with the both sides of the peak portion 70 of the steel sheet 7. A bonding plane 102 is disposed between the first side surface 100 and the second side surface 101. The bonding plane 102 is provided with a plurality of through holes 102a for allowing the sixth plugging element 71 to pass through the bonding plane 102. 102a is locked into the peak 70 of the steel plate 7 to reach the steel frame or steel beam 72 (Fig. 2). Alternatively, the susceptor 1 may be directly fixed above the concrete structure 8 (as shown in FIG. 3) to form another way of installing the solar panel.
如圖1~4,位於前述基座1之結合部10的上方設連結件11,前述連結件11與基座1為一體成形製成。前述連結件11與前述結合部10為呈現垂直設置狀,前述連結件11係由第一連結元件110與第二連結元件111組成,前述第一連結元件110與第二連結元件111為平行狀,且寬度、高度相當,並於前述第一連結元件110與第二連結元件111之間形成有夾槽112,前述夾槽112的寬度係可配合第一桁架2之寬度而設,並稍寬於第一桁架2之寬度。前述第一連結元件110與第二連結元件111分別設有穿孔110a、111a,以利於第一栓設元件12穿過,並將基座1與第一桁架2結合成一體。前述第一連結元件110的側邊並形成有內彎折部110b,得以作為第一桁架2之安裝基準,讓第一桁架2之安裝更為準確。As shown in FIGS. 1 to 4, a coupling member 11 is provided above the joint portion 10 of the base 1, and the coupling member 11 and the base 1 are integrally formed. The coupling member 11 and the coupling portion 10 are vertically disposed, and the coupling member 11 is composed of a first coupling member 110 and a second coupling member 111. The first coupling member 110 and the second coupling member 111 are parallel. The width and height are the same, and a clamping groove 112 is formed between the first connecting element 110 and the second connecting element 111. The width of the clamping groove 112 can be set to match the width of the first truss 2, and is slightly wider than The width of the first truss 2. The first connecting element 110 and the second connecting element 111 are respectively provided with perforations 110a, 111a to facilitate the passage of the first embedding element 12 and to integrate the base 1 with the first truss 2. The inner side of the first connecting member 110 is formed with an inner bent portion 110b, which serves as a mounting reference for the first truss 2, so that the first truss 2 can be mounted more accurately.
如圖1~4,為讓前述基座1與第一桁架2之間的固定更為穩固,乃設有第一滑動片13作為固定媒介,前述第一滑動片13,為菱形結構,且設有內螺孔或穿孔130,但以內螺孔較為適當。運用上,可將前述第一滑動片13翻轉一定之角度後,即可讓第一滑動片13自第一桁架2的開口面被放置入第一桁架2的槽部20之中,且再翻轉一定之角度,即可讓第一滑動片13抵頂於第一桁架2之前邊面21的內側,並被定位,再與前述第一栓設元件12栓合,及前述第一栓設元件12可再穿過第一桁架之後邊面22之長形孔220,再穿設墊片後與螺帽鎖合成一體。1 to 4, in order to make the fixing between the base 1 and the first truss 2 more stable, the first sliding piece 13 is provided as a fixed medium, and the first sliding piece 13 is a diamond-shaped structure and is provided. There are internal screw holes or perforations 130, but the internal screw holes are more appropriate. In operation, after the first sliding piece 13 is turned over a certain angle, the first sliding piece 13 can be placed into the groove portion 20 of the first truss 2 from the opening surface of the first truss 2, and then flipped again. At a certain angle, the first sliding piece 13 can be placed against the inner side of the front side surface 21 of the first truss 2, and positioned, and then coupled with the first plugging element 12, and the first plugging element 12 The elongated hole 220 of the side surface 22 of the first truss can be passed through, and then the gasket is inserted and integrated with the nut lock.
如圖1~4,前述第一桁架2係以鍍鋅、鍍鋁鋅鋼板材或金屬板材一體成形製成。前述第一桁架2設有槽部20,以利第一滑動片的設置,位於前述槽部20的前側開口面之兩側形成有前邊面21,前述槽部20的後側並形成後邊面22,且於後邊面22設有長形孔220與穿孔221,如前述,得以藉由該長形孔220以配合基座1、第一滑動片13與第一栓設元件12的栓設作用。及前述穿孔221並可與架橋件3搭配運作。1 to 4, the first truss 2 is integrally formed by galvanizing, galvanized steel sheet or metal sheet. The first truss 2 is provided with a groove portion 20 for facilitating the arrangement of the first sliding piece. The front side surface 21 is formed on both sides of the front side opening surface of the groove portion 20, and the rear side of the groove portion 20 is formed to form the rear side surface 22 The rear surface 22 is provided with an elongated hole 220 and a through hole 221. As described above, the elongated hole 220 can be used to engage the base 1, the first sliding piece 13 and the first plugging element 12. And the aforementioned through hole 221 and can cooperate with the bridge member 3.
如圖1、4~7,前述架橋件3包含第一架橋元件3a與第二架橋元件3b,前述第一架橋元件3a與第二架橋元件3b為相同結構,均為類L形狀,僅是因為設置成對應狀態而呈現反向結構。前述第一架橋元件3a與第二架橋元件3b均設有直立面30,前述直立面30均設穿孔300,並於直立面30的兩側設前彎折面301,前述二前彎折面301之間所形成的間距,可配合前述第一桁架2的寬度。位於前述直立面30的上方設後平面31,前述後平面31設穿孔310,並於前述後立面31的兩側設上彎折面311,讓前述二上彎折面311之間所形成的間距,可配合第二桁架4的寬度。As shown in FIGS. 1 and 4 to 7, the bridge member 3 includes a first bridging member 3a and a second bridging member 3b. The first bridging member 3a and the second bridging member 3b have the same structure and are all L-shaped, only because Set to the corresponding state and present the reverse structure. Each of the first bridging element 3a and the second bridging element 3b is provided with an upright surface 30. The upright surface 30 is provided with a perforation 300, and a front bending surface 301 is disposed on both sides of the vertical surface 30, and the two front bending surfaces 301 are provided. The spacing formed between them can match the width of the first truss 2 described above. A rear surface 31 is disposed above the erect surface 30, a rear surface 31 is provided with a through hole 310, and a curved surface 311 is disposed on both sides of the rear façade 31 to form a gap between the two upper curved surfaces 311. The spacing can match the width of the second truss 4.
如圖1、4~7,為讓前述架橋件3與第一桁架2的結合更為穩固,乃藉由第二滑動片32作為固定媒介,前述第二滑動片32,為菱形結構,且設有內螺孔或穿孔320,但以內螺孔較為適當。運用上,可將前述第二滑動片32翻轉一定之角度後,即可讓第二滑動片32自第一桁架2的開口面被放置入第一桁架2的槽部20之中,且再翻轉一定之角度,即可讓第二滑動片32抵頂於第一桁架2之前邊面21的內側,並被定位。安裝上,乃是以第二栓設元件33穿過墊片後,再穿過第一架橋元件3a的直立面30的穿孔300,再與前述第二滑動片32的內螺孔320栓合,再穿過第一桁架2的穿孔221,並穿過第二架橋元件3b直立面30的穿孔300,再穿過墊片後,與螺帽鎖合成一體,即可將架橋件3與第一桁架2結合固定。As shown in FIGS. 1 , 4 and 7 , in order to make the combination of the bridge member 3 and the first truss 2 more stable, the second sliding piece 32 is a fixed medium, and the second sliding piece 32 has a diamond structure and is provided. There are internal screw holes or perforations 320, but the inner screw holes are more appropriate. In operation, after the second sliding piece 32 is turned over a certain angle, the second sliding piece 32 can be placed into the groove portion 20 of the first truss 2 from the opening surface of the first truss 2, and then flipped again. At a certain angle, the second sliding piece 32 can be placed against the inner side of the front side surface 21 of the first truss 2 and positioned. The mounting is performed by the second bolting member 33 passing through the gasket and then passing through the through hole 300 of the upright surface 30 of the first bridging member 3a, and then being engaged with the inner screw hole 320 of the second sliding piece 32. Then passing through the through hole 221 of the first truss 2 and passing through the through hole 300 of the erecting surface 30 of the second bridging member 3b, and then passing through the shims and integrated with the nut lock, the bridging member 3 and the first truss can be 2 combined with fixation.
如圖4~7,位於前述第一桁架2的上方設有第二桁架4。前述第二桁架4設槽部40,以利第三滑動片43、第四滑動片45的設置,位於前述槽部40的前側開口面之兩側形成有前邊面41,前述槽部40的後側並形成後邊面42,且於後邊面42設有長形孔420。為讓前述架橋件3與第二桁架2的結合更為穩固,乃藉由第三滑動片43作為固定媒介,前述第三滑動片43,為菱形結構,且設有內螺孔或穿孔430,但以內螺孔較為適當。運用上,可將前述第三滑動片43翻轉一定之角度後,即可讓第三滑動片43自第二桁架4的開口面被放置入第二桁架4的槽部40之中,且再翻轉一定之角度,即可讓第三滑動片43抵頂於第二桁架4之前邊面41的內側,並被定位。安裝上,乃是以第三栓設元件44穿過墊片後,再穿過第一架橋元件3a的後平面31的穿孔310,再與前述第三滑動片43的內螺孔430栓合鎖固,即可將架橋件3的第一架橋元件3a與第二桁架4結合固定。4 to 7, a second truss 4 is provided above the first truss 2. The second truss 4 is provided with a groove portion 40 for arranging the third sliding piece 43 and the fourth sliding piece 45. The front side surface 41 is formed on both sides of the front side opening surface of the groove portion 40, and the groove portion 40 is rearward. The rear side 42 is formed on the side, and the rear side 42 is provided with an elongated hole 420. In order to make the combination of the bridge member 3 and the second truss 2 more stable, the third sliding piece 43 is a fixed medium, and the third sliding piece 43 has a diamond-shaped structure and is provided with a screw hole or a through hole 430. However, the inner screw hole is more appropriate. In operation, after the third sliding piece 43 is turned over a certain angle, the third sliding piece 43 can be placed into the groove portion 40 of the second truss 4 from the opening surface of the second truss 4, and then flipped again. At a certain angle, the third sliding piece 43 can be placed against the inner side of the front side surface 41 of the second truss 4 and positioned. The mounting is performed by the third bolting member 44 passing through the gasket, passing through the through hole 310 of the rear plane 31 of the first bridging member 3a, and then being locked with the inner screw hole 430 of the third sliding piece 43. The first bridging element 3a of the bridging member 3 can be fixedly coupled to the second truss 4.
如圖4~7,為讓前述架橋件3與第二桁架4的結合更為穩固,乃再藉由第四滑動片45作為固定媒介,前述第四滑動片45,為菱形結構,且設有內螺孔或穿孔450,但以內螺孔較為適當。運用上,可將前述第四滑動片45翻轉一定之角度後,即可讓第四滑動片45自第二桁架4的開口面被放置入第二桁架4的槽部40之中,且再翻轉一定之角度,即可讓第四滑動片45抵頂於第二桁架4之前邊面41的內側,並被定位。安裝上,乃是以第四栓設元件46穿過墊片後,再穿過第二架橋元件3b的後平面31的穿孔310,再與前述第四滑動片45的內螺孔450栓合,再穿過第二桁架4的長形孔420,並再依序穿過鎖固件5的第二鎖固元件51的穿孔、墊片後,再以螺帽鎖合,即可將強化架橋件3的第一架橋元件3a與第二桁架4結合固定,且藉由鎖固件5鎖固太陽能板6。As shown in FIGS. 4-7, in order to make the combination of the bridge member 3 and the second truss 4 more stable, the fourth sliding piece 45 is used as a fixed medium, and the fourth sliding piece 45 has a rhombic structure and is provided with Inner screw hole or perforation 450, but the inner screw hole is more appropriate. In operation, after the fourth sliding piece 45 is turned over a certain angle, the fourth sliding piece 45 can be placed into the groove portion 40 of the second truss 4 from the opening surface of the second truss 4, and then flipped again. At a certain angle, the fourth sliding piece 45 can be placed against the inner side of the front side surface 41 of the second truss 4 and positioned. The mounting is performed by the fourth bolting member 46 passing through the gasket and then passing through the through hole 310 of the rear plane 31 of the second bridging member 3b, and then being engaged with the inner screw hole 450 of the fourth sliding piece 45. After passing through the elongated hole 420 of the second truss 4, and then passing through the through holes and the spacers of the second locking component 51 of the fastener 5, and then locking with a nut, the reinforcing bridge member 3 can be The first bridging element 3a is fixedly coupled to the second truss 4, and the solar panel 6 is locked by the locking member 5.
如圖4~7,位於前述第二桁架4上方設鎖固件5,以為太陽能板6設置。前述鎖固件5包含第一鎖固單元50與第二鎖固單元51,並依據鎖固太陽能板6之需求而設置有複數第一鎖固單元50與第二鎖固單元51。前述第一鎖固單元50設第一立面500,可用以抵頂於第二桁架4的上方,並產生一定之支撐定位效果。於前述第一立面500一側形成第一平面501,於前述第一平面501設孔501a,以為第五栓設元件52可穿過。前述第一平面501的一側設第二立面502,於前述第二立面502一側再設第二平面503,可藉由前述第二平面503壓迫於太陽能板6之上方,產生一定之固定定位效果。安裝上,係以第五栓設元件52穿過第二桁架的孔,再穿過第一鎖固元件50的孔501a,再以螺帽栓固之,再藉由前述第二平面503壓迫於太陽能板6之上方,即可將太陽能板固定定位。As shown in FIGS. 4-7, a fastener 5 is disposed above the second truss 4 to provide the solar panel 6. The foregoing locking device 5 includes a first locking unit 50 and a second locking unit 51, and is provided with a plurality of first locking units 50 and a second locking unit 51 according to the requirements of the locking solar panel 6. The first locking unit 50 is provided with a first façade 500, which can be used to abut the top of the second truss 4 and generate a certain supporting positioning effect. A first plane 501 is formed on a side of the first façade 500, and a hole 501a is formed in the first plane 501 to allow the fifth tying member 52 to pass therethrough. A second façade 502 is disposed on one side of the first plane 501, and a second plane 503 is disposed on the second façade 502 side. The second plane 503 is pressed against the solar panel 6 to generate a certain amount. Fixed positioning effect. The fifth plugging element 52 is inserted through the hole of the second truss, passes through the hole 501a of the first locking component 50, is bolted by the nut, and is pressed by the second plane 503. Above the solar panel 6, the solar panel can be fixedly positioned.
如圖4~7,前述鎖固件5的第二鎖固元件51設第一平面510,且於前述第一平面510設孔510A,以為第四栓設元件46可穿過。前述第一平面510的兩側各自形成第一立面511,且於前述第一立面511 的一側各自形成有第二平面512,可藉由前述第二平面512以分別壓迫於太陽能板6、6a之上方,以產生一定之定位效果。安裝上,如前述,可將前述第四滑動片45翻轉一定之角度後,即可讓第四滑動片45自第二桁架4的開口面被放置入第二桁架4的槽部40之中,且再翻轉一定之角度,即可讓第四滑動片45抵頂於第二桁架4之前邊面41的內側,並被定位。安裝上,乃是以第四栓設元件46穿過墊片後,再穿過第二架橋元件3b的後平面31的穿孔310,再與前述第四滑動片45的內螺孔450栓合,再穿過第二桁架4的長形孔420,並再依序穿過鎖固件5的第二鎖固元件51的孔510a、墊片後,再以螺帽鎖合,即可將強化架橋件3的第一架橋元件3a與第二桁架4結合固定,且可藉由鎖固件5鎖固太陽能板6。As shown in FIGS. 4-7, the second locking component 51 of the fastener 5 is provided with a first plane 510, and a hole 510A is defined in the first plane 510 to allow the fourth plugging component 46 to pass through. A first surface 511 is formed on each of the two sides of the first plane 510, and a second plane 512 is formed on one side of the first surface 511. The second plane 512 can be pressed against the solar panel 6 respectively. Above 6a to produce a certain positioning effect. In the installation, as described above, after the fourth sliding piece 45 is turned over a certain angle, the fourth sliding piece 45 can be placed into the groove portion 40 of the second truss 4 from the opening surface of the second truss 4, And turning over a certain angle, the fourth sliding piece 45 can be placed against the inner side of the front side surface 41 of the second truss 4 and positioned. The mounting is performed by the fourth bolting member 46 passing through the gasket and then passing through the through hole 310 of the rear plane 31 of the second bridging member 3b, and then being engaged with the inner screw hole 450 of the fourth sliding piece 45. Then passing through the elongated hole 420 of the second truss 4, and then passing through the hole 510a of the second locking component 51 of the fastener 5, the gasket, and then locking with a nut, the reinforcing bridge member can be The first bridging element 3a of 3 is fixedly coupled to the second truss 4, and the solar panel 6 can be locked by the locking member 5.
如圖6及7,本創作之太陽能板安裝裝置(二),安裝過程,係將前述基座1以第六栓設元件71栓固於前述鋼板的峰部或混凝土結構體的上方,再以第一栓設元件12將基座1的連結件11與第一桁架2鎖合成一體,再於第一桁架2的上方安裝有架橋件3,並與第二桁架4連結結合,再以第二桁架4的上方的鎖固件5鎖固太陽能板6。過程中,並藉由前述個滑動片與第一桁架或第二桁架之間的快速結合,讓本創作在安裝上,能夠節省安裝時間,節省安裝成本,提昇太陽能板之抗風壓能力,並提升綠色能源發電之效益與實用價值,為本案之組成。6 and 7, in the solar panel mounting device (2) of the present invention, the mounting process is performed by bolting the base 1 to the peak portion of the steel plate or the concrete structure with the sixth bolting member 71, and then The first bolting member 12 integrally locks the joint member 11 of the base 1 with the first truss 2, and then mounts the bridge member 3 above the first truss 2, and is coupled with the second truss 4, and then with the second The lock 5 above the truss 4 locks the solar panel 6. In the process, and by the quick combination of the foregoing sliding piece and the first truss or the second truss, the creation of the creation can save installation time, save installation cost, and improve the wind pressure resistance of the solar panel, and Enhance the benefits and practical value of green energy power generation, which is the composition of this case.
前述之實施例或圖式並非限定本創作之產品態樣、結構或使用方式,任何所屬技術領域中具有通常知識者之適當變化或修飾,皆應視為不脫離本創作創作之專利範疇。The above-mentioned embodiments or drawings are not intended to limit the product aspects, structures, or usages of the present invention, and any suitable variations or modifications of those skilled in the art should be considered as not departing from the scope of the invention.
1‧‧‧基座1‧‧‧Base
10‧‧‧結合部 10‧‧‧Combination Department
100‧‧‧第一側邊面 100‧‧‧ first side
101‧‧‧第二側邊面 101‧‧‧Second side
100a、100b‧‧‧側邊面單元 100a, 100b‧‧‧ side units
100c‧‧‧空格 100c‧‧ spaces
101a、101b‧‧‧側邊面單元 101a, 101b‧‧‧ side units
101c‧‧‧空格 101c‧‧ spaces
102‧‧‧結合平面 102‧‧‧Combined plane
102a‧‧‧穿孔 102a‧‧‧Perforation
11‧‧‧連結件 11‧‧‧Links
110‧‧‧第一連結元件 110‧‧‧First connecting element
111‧‧‧第二連結元件 111‧‧‧Second connection element
112‧‧‧夾槽 112‧‧‧Clamp slot
110a、111a‧‧‧穿孔 110a, 111a‧‧‧ perforation
110b‧‧‧內彎折部 110b‧‧‧Inside bend
12‧‧‧第一栓設元件 12‧‧‧First bolting component
13‧‧‧第一滑動片 13‧‧‧First slide
130‧‧‧內螺孔或穿孔 130‧‧‧Diameter or perforation
2‧‧‧第一桁架 2‧‧‧First frame
20‧‧‧槽部 20‧‧‧Slots
21‧‧‧前邊面 21‧‧‧ front side
22‧‧‧後邊面 22‧‧‧ After the face
220‧‧‧長形孔 220‧‧‧Long hole
221‧‧‧穿孔 221‧‧‧Perforation
3‧‧‧架橋件 3‧‧‧ Bridges
3a‧‧‧第一架橋元件 3a‧‧‧First bridge component
3b‧‧‧第二架橋元件 3b‧‧‧Second bridge components
30‧‧‧直立面 30‧‧‧Upright
300‧‧‧穿孔 300‧‧‧Perforation
301‧‧‧前彎折面 301‧‧‧ front bend face
31‧‧‧後平面 31‧‧‧ Back plane
310‧‧‧穿孔 310‧‧‧Perforation
311‧‧‧上彎折面 311‧‧‧Upper bend
32‧‧‧第二滑動片 32‧‧‧Second slide
320‧‧‧內螺孔或穿孔 320‧‧‧Diameter or perforation
33‧‧‧第二栓設元件 33‧‧‧Second embedding components
4‧‧‧第二桁架 4‧‧‧Second Truss
40‧‧‧槽部 40‧‧‧Slots
41‧‧‧前邊面 41‧‧‧ front side
42‧‧‧後邊面 42‧‧‧ After the face
420‧‧‧長形孔 420‧‧‧Long hole
43‧‧‧第三滑動片 43‧‧‧ Third slide
430‧‧‧內螺孔或穿孔 430‧‧‧Diameter or perforation
44‧‧‧第三栓設元件 44‧‧‧ Third bolting component
45‧‧‧第四滑動片 45‧‧‧fourth slide
450‧‧‧內螺孔或穿孔 450‧‧‧Inner hole or perforation
46‧‧‧第四栓設元件 46‧‧‧4th bolting component
5‧‧‧鎖固件 5‧‧‧Locker
50‧‧‧第一鎖固單元 50‧‧‧First lock unit
500‧‧‧第一立面 500‧‧‧First Facade
501‧‧‧第一平面 501‧‧‧ first plane
501a‧‧‧孔 501a‧‧ hole
502‧‧‧第二立面 502‧‧‧Second facade
503‧‧‧第二平面 503‧‧‧ second plane
51‧‧‧第二鎖固元件 51‧‧‧Second locking element
510‧‧‧第一平面 510‧‧‧ first plane
510A‧‧‧孔 510A‧‧ hole
511‧‧‧第一立面 511‧‧‧First Facade
512‧‧‧第二平面 512‧‧‧ second plane
52‧‧‧第五栓設元件 52‧‧‧Fixed components
6、6a‧‧‧太陽能板 6, 6a‧‧‧ solar panels
7‧‧‧鋼板 7‧‧‧ steel plate
70‧‧‧峰部 70‧‧‧ Peak
71‧‧‧第六栓設元件 71‧‧‧6th bolting component
72‧‧‧鋼架或鋼樑 72‧‧‧Steel frame or steel beam
8‧‧‧混凝土結構體 8‧‧‧Concrete structure
圖1是本創作之基座與第一桁架之安裝分解視圖。 圖2是本創作之基座與金屬建築物安裝示意圖。 圖3是本創作之基座與混凝土結構體安裝示意圖。 圖4是本創作之基座與第一桁架、第二桁架之安裝圖。 圖5是本創作之安裝視圖。 圖6是本創作設置太陽能板之視圖。 圖7是本創作設置太陽能板之剖視圖。Figure 1 is an exploded perspective view of the base and the first truss of the present invention. Figure 2 is a schematic view of the installation of the base and metal building of the present invention. Figure 3 is a schematic view showing the installation of the base and concrete structure of the present invention. Figure 4 is a view showing the installation of the base of the present invention with the first truss and the second truss. Figure 5 is an installation view of the present creation. Figure 6 is a view of the solar panel set in the present creation. Fig. 7 is a cross-sectional view showing the solar panel of the present invention.
Claims (10)
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TW107210064U TWM574665U (en) | 2018-07-25 | 2018-07-25 | Solar panel installation device |
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TWI671497B (en) * | 2018-07-25 | 2019-09-11 | 林順吉 | Solar panel mounting device |
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TWI671497B (en) * | 2018-07-25 | 2019-09-11 | 林順吉 | Solar panel mounting device |
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