TWI651926B - Solar photovoltaic panel truss - Google Patents

Solar photovoltaic panel truss Download PDF

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TWI651926B
TWI651926B TW106143683A TW106143683A TWI651926B TW I651926 B TWI651926 B TW I651926B TW 106143683 A TW106143683 A TW 106143683A TW 106143683 A TW106143683 A TW 106143683A TW I651926 B TWI651926 B TW I651926B
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main beam
plate
inclined plate
sub
beams
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TW106143683A
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TW201824735A (en
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蔡浩
陶恩苗
楊穎
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大陸商江蘇中信博新能源科技股份有限公司
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    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02SGENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
    • H02S30/00Structural details of PV modules other than those related to light conversion
    • H02S30/10Frame structures
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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  • Photovoltaic Devices (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

本創作係一種太陽能光伏板桁架,其包含第一主樑、第二主樑、第三主樑及複數連接桿組,第一主樑、第二主樑及第三主樑彼此平行地設置,且形成一三棱柱框結構,第一主樑透過該等連接桿組的第一連接桿與第二主樑相連接,第一主樑透過該等連接桿組的第二連接桿與第三主樑相連接,並第二主樑及第三主樑共同形成一安裝面,其中,該等主樑可為V型或U型冷彎形鋼,連接桿可透過焊接、螺栓連接等方式固定,本創作透過簡單穩固、用料少、製作成本低且較大的支撐面積,使其安裝太陽能板之效能提升。This creation is a solar photovoltaic panel truss, which includes a first main beam, a second main beam, a third main beam, and a plurality of connecting rod groups. A triangular prism frame structure is formed. The first main beam is connected to the second main beam through the first connecting rods of the connecting rod groups, and the first main beam is connected to the third main beam through the second connecting rods of the connecting rod groups. The beams are connected and the second main beam and the third main beam together form a mounting surface. The main beams can be V-shaped or U-shaped cold-formed steel. The connecting rods can be fixed by welding, bolting, etc. This creation improves the efficiency of installing solar panels through simple and stable, less materials, low production cost and large support area.

Description

太陽能光伏板桁架Solar photovoltaic panel truss

本創作係涉及一種架體,尤指一種裝設太陽能光伏板的桁架結構。 This creation relates to a frame, especially a truss structure with solar photovoltaic panels.

隨著現代工業的發展,空氣汙染越來越嚴重,而太陽能做為一種綠色清潔能源,因此也日益受到現代人的青睞,而為了實現利用太陽能取得大量的能量並收集轉化,太陽能發電系統一般會利用大面積地鋪設太陽能光伏板來提高其能量收集率。 With the development of modern industry, air pollution is becoming more and more serious, and solar energy as a green and clean energy is increasingly favored by modern people. In order to use solar energy to obtain a large amount of energy and collect and transform it, solar power generation systems generally Use large-area solar photovoltaic panels to increase their energy collection rate.

而在現有的太陽能發電系統中,太陽能光伏板一般是固定在一個橫樑上,再將該橫樑設置於立柱上,其中,橫樑一般為一個實心或空心的桿狀結構,而由於太陽能光伏板係一種體積較大之板體,所以為了穩定地支撐光伏板,該橫樑結構的尺寸通常也較大,因此使其製作成本較高,此外,重量較重的橫樑造成其下方的立柱也需要有較高的承重能力。 In the existing solar power generation system, the solar photovoltaic panel is generally fixed on a beam, and then the beam is set on a pillar, wherein the beam is generally a solid or hollow rod-like structure, and since the solar photovoltaic panel is a kind of The larger plate body, so in order to stably support the photovoltaic panel, the size of the beam structure is also usually large, which makes it costly to produce. In addition, the beams under the heavy beam also need to have higher columns. Load capacity.

此外,由於桿狀結構的橫樑僅能支撐光伏板中間的部分而無法完整的支撐到光伏板的兩側,因此其對光伏板的支撐效果也較差,進而削弱安裝在橫樑上的光伏板的抗風、抗冰雹等等之抗壓能力,換言之,現有技術中裝設態樣能光伏板的架體,會導致光伏板容易受到損傷。 In addition, because the beam of the rod-shaped structure can only support the middle part of the photovoltaic panel and cannot be completely supported on both sides of the photovoltaic panel, its supporting effect on the photovoltaic panel is also poor, thereby weakening the resistance of the photovoltaic panel installed on the beam. The pressure resistance of wind, hail, etc. In other words, in the prior art, the installation of a frame of a photovoltaic panel with a state of energy can cause the photovoltaic panel to be easily damaged.

有鑑於現有技術的缺點及不足,本創作提供一種太陽能光伏板桁架,其結構簡單穩固,剛性好且用料少,一方面能降低其製作成本,另一方面也能使太陽能光伏板的支撐面積變大,能夠提供較佳的安裝效果。 In view of the shortcomings and deficiencies of the prior art, this creation provides a solar photovoltaic panel truss, which has a simple and stable structure, good rigidity, and few materials. On the one hand, it can reduce its manufacturing cost, and on the other hand, it can also make the solar photovoltaic panel support area Larger, can provide better installation effect.

為達上述之創作目的,本創作所採用的技術手段為一種太陽能光伏板桁架,其包含沿一水平方向平行延伸設置的一第一主樑、一第二主樑及一第三主樑,該第一主樑、該第二主樑及該第三主樑彼此間隔排列,共同形成一三棱柱框結構;複數連接桿組,各該連接桿組包含有至少一第一連接桿及至少一第二連接桿,該第一主樑及該第二主樑透過該至少一第一連接桿連接,該第一主樑及該第三主樑透過該至少一第二連接桿連接;兩第一加固桿,該兩第一加固桿分別設置於該第一主樑沿該水平方向的相對兩端,並各該第一加固桿的一端連接於該第一主樑,各該第一加固桿的另一端連接於該第二主樑;兩第二加固桿,該兩第二加固桿分別設置於該第一主樑沿該水平方向的相對兩端,並各該第二加固桿的一端連接於該第一主樑,各該第二加固桿的另一端連接於該第三主樑;其中,該第二主樑及該第三主樑共同形成一安裝面,該安裝面可用於安裝一太陽能光伏板。 In order to achieve the above-mentioned creation purpose, the technical method adopted in this creation is a solar photovoltaic panel truss, which includes a first main beam, a second main beam, and a third main beam that extend in parallel along a horizontal direction. The first main beam, the second main beam, and the third main beam are spaced from each other to form a triangular prism frame structure; a plurality of connecting rod groups, each of which includes at least one first connecting rod and at least one first connecting rod group. Two connecting rods, the first main beam and the second main beam are connected through the at least one first connecting rod, the first main beam and the third main beam are connected through the at least one second connecting rod; two first reinforcements Rods, the two first reinforcing rods are respectively disposed at opposite ends of the first main beam in the horizontal direction, and one end of each first reinforcing rod is connected to the first main beam, and the other of the first reinforcing rods One end is connected to the second main beam; two second reinforcing rods are respectively disposed at opposite ends of the first main beam in the horizontal direction, and one end of each second reinforcing rod is connected to the second reinforcing rod; A first main beam, and the other end of each of the second reinforcing rods is connected to The third main beam; wherein the second beam and the third main girder together form a mounting surface, the mounting surface can be used to install a photovoltaic panels.

進一步而言,前述之太陽能光伏板桁架,其中各該連接桿組的該至少一第一連接桿的數量為兩個,各該連接桿組的該至少一第二連接桿的數量為兩個,該兩第一連接桿的一端及該兩第二連接桿的一端共同連接於該第一主樑上,且該兩第一連接桿及該兩第二連接桿共同形成一四棱椎狀結構。 Further, in the aforementioned solar photovoltaic panel truss, the number of the at least one first connecting rod of each connecting rod group is two, and the number of the at least one second connecting rod of each connecting rod group is two, One end of the two first connecting rods and one end of the two second connecting rods are connected to the first main beam together, and the two first connecting rods and the two second connecting rods together form a quadrangular pyramid structure.

進一步而言,前述之太陽能光伏板桁架,其中該第一主樑、該第二主樑及該第三主樑皆為一V型冷彎型鋼,且各該V型冷彎型鋼上成形有一第一斜板、一第二斜板及一開口,該第一斜板的一側邊及該第二斜板的一側邊連接,該第一斜板的另一側邊及該第二斜板的另一側邊共同形成該開口,該第一斜板的該另一側邊及該第二斜板的該另一側邊分別朝向彼此彎折形成一支撐板,該第一斜板的該支撐板的頂面及該第二斜板的該支撐板的頂面共同形成一支撐面。 Further, in the aforementioned solar photovoltaic panel truss, the first main beam, the second main beam and the third main beam are all a V-shaped cold-formed steel, and a first section is formed on each of the V-shaped cold-formed steel. A swash plate, a second swash plate and an opening, one side of the first swash plate and one side of the second swash plate are connected, the other side of the first swash plate and the second swash plate The other sides of the first sloping plate and the other side of the first sloping plate are bent toward each other to form a supporting plate. The top surface of the support plate and the top surface of the support plate of the second inclined plate together form a support surface.

進一步而言,前述之太陽能光伏板桁架,其中該第二主樑的該支撐面及該第三主樑的該支撐面係成形於同一水平面,並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第一斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第二斜板;或該第二主樑的該第一斜板及該第三主樑的該第二斜板係成形於同一水平面並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第二斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第一斜板。 Further, in the aforementioned solar photovoltaic panel truss, the supporting surface of the second main beam and the supporting surface of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one first connection A rod is connected to the first inclined plate of the first main beam and the first inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam and the first inclined plate The second inclined plate of the three main beams; or the first inclined plate of the second main beam and the second inclined plate of the third main beam are formed on the same horizontal plane and jointly form the mounting surface; the at least one first A connecting rod is connected to the first inclined plate of the first main beam and the second inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam and The first inclined plate of the third main beam.

進一步而言,前述之太陽能光伏板桁架,其中各該V型冷彎型鋼中,與該第一斜板連接的該支撐板上,其遠離於該第一斜板的一側邊朝向該第一斜板及該第二斜板的連接處彎折形成一彎折部;與該第二斜板連接的該支撐板上,其遠離該第二斜板的一側邊朝向該第一斜板及該第二斜板的連接處彎折形成一彎折部;和/或與該第一斜板連接的該支撐板上,其相鄰於該第一斜板的一側邊與該第一斜板之間連接有一過渡板;與該第二斜板連接的該支撐板上,其相鄰於該第二斜板的一側邊與該第二斜板之間連接有一過渡板。 Further, in the aforementioned solar photovoltaic panel truss, in each of the V-shaped cold-formed steels, the support plate connected to the first inclined plate, a side away from the first inclined plate faces the first A connection portion of the inclined plate and the second inclined plate is bent to form a bent portion; a side of the support plate connected to the second inclined plate, away from the second inclined plate, faces the first inclined plate and A connection portion of the second inclined plate is bent to form a bent portion; and / or the support plate connected to the first inclined plate is adjacent to a side of the first inclined plate and the first inclined plate A transition plate is connected between the plates; the support plate connected to the second inclined plate is connected with a transition plate between a side edge adjacent to the second inclined plate and the second inclined plate.

進一步而言,前述之太陽能光伏板桁架,其中該第一主樑、該第二主樑及該第三主樑皆為一U型冷彎型鋼,且各該U型冷彎型鋼上成形有一 第一斜板、一第二斜板、一底板及一開口,該底板的相對兩側邊分別連接該第一斜板的一側邊及該第二斜板的一側邊,並該第一斜板與該底板之間的夾角大於90度,該第二斜板與該底板之間的夾角大於90度,該第一斜板的另一側邊及該第二斜板的另一側邊共同形成該開口,並該第一斜板的該另一側邊及該第二斜板的該另一側邊分別朝向彼此彎折形成一支撐板,該第一斜板的該支撐板的頂面及該第二斜板的該支撐板的頂面共同形成一支撐面。 Further, in the aforementioned solar photovoltaic panel truss, the first main beam, the second main beam, and the third main beam are all U-shaped cold-formed steel, and each of the U-shaped cold-formed steel is formed with a A first inclined plate, a second inclined plate, a bottom plate and an opening; opposite sides of the bottom plate are respectively connected to one side of the first inclined plate and one side of the second inclined plate, and the first The angle between the inclined plate and the bottom plate is greater than 90 degrees, the angle between the second inclined plate and the bottom plate is greater than 90 degrees, the other side of the first inclined plate and the other side of the second inclined plate The opening is formed together, and the other side of the first inclined plate and the other side of the second inclined plate are respectively bent toward each other to form a supporting plate. The top of the supporting plate of the first inclined plate The surface and the top surface of the support plate of the second inclined plate together form a support surface.

進一步而言,前述之太陽能光伏板桁架,其中該第二主樑的該支撐面及該第三主樑的該支撐面係成形於同一水平面,並共同形成該安裝面;該至少一第一連接桿離接於該第一主樑的該第一斜板及該第二主樑的該第一斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第二斜板;或該第二主樑的該第一斜板及該第三主樑的該第二斜板係成形於同一水平面並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第二斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第一斜板。 Further, in the aforementioned solar photovoltaic panel truss, the supporting surface of the second main beam and the supporting surface of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one first connection A rod is separated from the first inclined plate of the first main beam and the first inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam and the The second inclined plate of the third main beam; or the first inclined plate of the second main beam and the second inclined plate of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one A first connecting rod is connected to the first inclined plate of the first main beam and the second inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam And the first inclined plate of the third main beam.

進一步而言,前述之太陽能光伏板桁架,其中各該U型冷彎型鋼中,與該第一斜板連接的該支撐板上,其遠離於該第一斜板的一側邊朝向該第一斜板及該底板的連接處彎折形成一彎折部;與該第二斜板連接的該支撐板上,其遠離於該第二斜板的一側邊朝向該第二斜板及該底板的連接處彎折形成一彎折部;和/或與該第一斜板連接的該支撐板上,其相鄰於該第一斜板的一側邊與該第一斜板之間連接有一過渡板;與該第二斜板連接的該支撐板上,其相連於該第二斜板的一側邊與該第二斜板之間連接有一過渡板。 Further, in the aforementioned solar photovoltaic panel truss, in each of the U-shaped cold-formed steel, the support plate connected to the first inclined plate, a side away from the first inclined plate faces the first The connection between the inclined plate and the bottom plate is bent to form a bent portion; the support plate connected to the second inclined plate has a side away from the second inclined plate toward the second inclined plate and the bottom plate. A connecting portion is bent to form a bent portion; and / or the support plate connected to the first inclined plate is connected between a side edge adjacent to the first inclined plate and the first inclined plate. Transition plate; the support plate connected to the second inclined plate, a transition plate connected between a side of the second inclined plate and the second inclined plate.

進一步而言,前述之太陽能光伏板桁架,其進一步包含有複數檩條,各該檩條分別與該第二主樑及該第三主樑相連接,且該等檩條係設置於同一水平面上,且係用於安裝一太陽能光伏板。 Further, the aforementioned solar photovoltaic panel truss further includes a plurality of purlins, each of which is connected to the second main beam and the third main beam, respectively, and the purlins are arranged on the same horizontal plane. , And is used to install a solar photovoltaic panel.

進一步而言,前述之太陽能光伏板桁架,其中各該第一連接桿為空心桿狀結構或V形槽鋼結構或凹形槽鋼結構;各該第二連接桿為空心桿狀結構或V形槽鋼結構或凹形槽鋼結構。 Further, in the aforementioned solar photovoltaic panel truss, each of the first connecting rods is a hollow rod-like structure or a V-shaped channel steel structure or a concave channel steel structure; each of the second connecting rods is a hollow rod-like structure or a V-shape. Channel steel structure or concave channel steel structure.

進一步而言,前述之太陽能光伏板桁架,其中該第一主樑進一步包含有複數第一子樑,該等第一子樑彼此沿該水平方向頭尾相接地形成該第一主樑,並相鄰的兩該第一子樑之間係透過一第一結合件相結合;該第二主樑進一步包含有複數第二子樑,該等第二子樑彼此沿該水平方向頭尾相接地形成該第二主樑,並相鄰的兩該第二子樑之間係透過一第二結合件相結合;該第三主樑進一步包含有複數第三子樑,該等第三子樑彼此沿該水平方向頭尾相接地形成該第三主樑,並相鄰的兩該第三子樑之間係透過一第三結合件相結合;各該第一結合件包含有一第一上板體、一第一下板體及複數第一鎖固件,該第一上板體及該第一下板體上下夾設於兩該第一子樑的外側,並各該第一鎖固件連接該第一上板體、該第一下板體及其中一該第一子樑,並將該第一上板體及該第一下板體緊密夾設於該第一子樑的外側;各該第二結合件包含有一第二上板體、一第二下板體及複數第二鎖固件,該第二上板體及該第二下板體上下夾設於兩該第二子樑的外側,並各該第二鎖固件連接該第二上板體、該第二下板體及其中一該第二子樑,並將該第二上板體及該第二下板體緊密夾設於該第二子樑的外側;各該第三結合件包含有一第三上板體、一第三下板體及複數第三鎖固件,該第三上板體及該第三下板體上下夾設於兩該第三子樑的外側,並各該第三鎖固件連接該第三上板體、該第三下板體及其中一該第三子樑,並將該第三上板體及該第三下板體緊密夾設於該第三子樑的外側。 Further, in the aforementioned solar photovoltaic panel truss, the first main beam further includes a plurality of first sub-beams, and the first sub-beams are grounded end-to-end along the horizontal direction to form the first main beam, and Adjacent two of the first sub-beams are connected through a first joint; the second main beam further includes a plurality of second sub-beams, and the second sub-beams are connected to each other along the horizontal direction. The second main beam is formed on the ground, and two adjacent second sub-beams are connected through a second coupling member; the third main beam further includes a plurality of third sub-beams, and the third sub-beams The third main beam is formed head-to-tail with each other along the horizontal direction, and adjacent third sub-beams are connected through a third coupling member; each of the first coupling members includes a first upper A plate body, a first lower plate body, and a plurality of first fasteners, the first upper plate body and the first lower plate body are sandwiched up and down outside the two first sub-beams, and each of the first fastener members is connected The first upper plate body, the first lower plate body, and one of the first sub beams, and the first upper plate body and the The lower plate is tightly clamped outside the first sub-beam; each of the second coupling members includes a second upper plate, a second lower plate, and a plurality of second locking members, the second upper plate and the The second lower plate body is clamped up and down on the outside of two second sub-beams, and each of the second locking members is connected to the second upper plate body, the second lower plate body, and one of the second sub-beams, and The second upper plate body and the second lower plate body are tightly sandwiched outside the second sub-beam; each of the third coupling members includes a third upper plate body, a third lower plate body, and a plurality of third locks. Firmware, the third upper plate body and the third lower plate body are sandwiched up and down outside the two third sub-beams, and each third locking member is connected to the third upper plate body, the third lower plate body, and One of the third sub-beams, the third upper plate body and the third lower plate body are tightly sandwiched outside the third sub-beams.

進一步而言,前述之太陽能光伏板桁架,其中各該第一結合件進一步包含有至少一第一結合桿,各該至少一第一結合桿的兩端分別貫穿於相鄰的兩該第一子樑的端部,並各該第一鎖固件貫穿其中一該至少一第一結合 桿;各該第二結合件進一步包含有至少一第二結合桿,各該至少一第二結合桿的兩端分別貫穿於相鄰的兩該第二子樑的端部,並各該第二鎖固件貫穿其中一該至少一第二結合桿;各該第三結合件進一步包含有至少一第三結合桿,各該至少一第三結合桿的兩端分別貫穿於相鄰的兩該第三子樑的端部,並各該第三鎖固件貫穿其中一該至少一第三結合桿。 Further, in the aforementioned solar photovoltaic panel truss, each of the first coupling members further includes at least one first coupling rod, and two ends of each of the at least one first coupling rod respectively penetrate two adjacent first sub-members An end of the beam, and each of the first fasteners penetrates one of the at least one first combination Each of the second coupling members further includes at least one second coupling rod, two ends of each of the at least one second coupling rod respectively penetrate through ends of two adjacent second sub-beams, and each of the second The locking member penetrates one of the at least one second coupling rod; each of the third coupling members further includes at least one third coupling rod, and two ends of each of the at least one third coupling rod respectively penetrate through two adjacent third ones. An end of the sub-beam, and each of the third locking members penetrate one of the at least one third coupling rod.

本創作的優點有以下幾點。 The advantages of this creation are as follows.

第一,透過多個主樑加上連接桿的形式,其可擴大太陽能光伏板的支撐面積,同時其輕量化的設置也降低了製作上的成本,此外,該三棱柱狀之結構,透過其中一平面用以安裝太陽能光伏板,能夠提供太陽能光伏板一個較大面積的放置平面,進而提高其抗風、抗冰雹等等的抗壓能力,使其能夠適用於惡劣環境下的安裝要求。 First, through the form of multiple main beams and connecting rods, it can expand the support area of solar photovoltaic panels, while its lightweight setting also reduces manufacturing costs. In addition, the triangular prism structure passes through it One plane is used to install solar photovoltaic panels, which can provide a large area for the placement of solar photovoltaic panels, thereby improving its resistance to wind, hail, etc., and making it suitable for installation requirements in harsh environments.

第二,本創作的太陽能光伏板桁架在連接三個主樑的連接桿是以四棱椎狀結構設置,該四棱椎狀結構的頂部設置於第一主樑上,底部分別設置於第二主樑及第三主樑,並第二主樑及第三主樑共同形成了用於安裝太陽能光伏板的安裝面,也就是說,四棱椎狀結構的底部平面係支撐太陽能光伏板的平面,這樣的設置可以有效擴大太陽能光伏板在桁架上的受力面積,並使光伏板的受力較為均勻,使其安裝後更加穩固。 Second, the solar photovoltaic panel truss of this creation is arranged in a quadrangular pyramid structure on the connecting rod connecting the three main beams. The top of the quadrangular pyramid structure is arranged on the first main beam and the bottom is arranged on the second The main beam and the third main beam, and the second main beam and the third main beam together form a mounting surface for installing the solar photovoltaic panel, that is, the bottom plane of the quadrangular pyramid structure is a plane supporting the solar photovoltaic panel Such an arrangement can effectively expand the force-bearing area of the solar photovoltaic panel on the truss, and make the force of the photovoltaic panel more uniform, making it more stable after installation.

第三,本創作的三個主樑均為V型或U形的冷彎型鋼,且於各該主樑的結構上,兩斜板上分別成形有一向內彎折的支撐板,而第二主樑的支撐板及第三主樑的支撐板可用於安裝太陽能光伏板,當光伏板的表面受到衝擊時,支撐板可以在垂直於光伏板的表面方向有一定的緩衝,換言之,支撐板可降低對光伏板的部分衝擊力,避免光伏板受力損傷,進一步增強了安裝光伏板的安全性及穩定性。 Third, the three main beams of this creation are all V-shaped or U-shaped cold-formed steels. On the structure of each of the main beams, two inclined plates are respectively formed with a supporting plate bent inward, and the second The supporting plate of the main beam and the supporting plate of the third main beam can be used to install solar photovoltaic panels. When the surface of the photovoltaic panel is impacted, the supporting plate can have a certain buffer in a direction perpendicular to the surface of the photovoltaic panel. In other words, the supporting plate can be It reduces part of the impact force on photovoltaic panels, avoids damage to photovoltaic panels, and further enhances the safety and stability of photovoltaic panels.

第四,本創作的另一實施例中,第二主樑的第一斜板及第三主樑的第二斜板共同形成安裝光伏板的安裝面,使第二主樑的開口(其可為V型鋼之開口或U型鋼之開口)以及第三主樑的開口彼此朝向三棱柱狀的內部相對,因此當光伏板受到衝擊時,該安裝面可以在垂直於光伏板的表面方向上具有一定的緩衝能力,也就是說,以此不同排法可進一步削除部分對光伏板的衝擊力,避免光伏板受力損壞,這樣可以進一步增強桁架的安全性及穩定性。 Fourth, in another embodiment of the present invention, the first inclined plate of the second main beam and the second inclined plate of the third main beam together form a mounting surface for installing the photovoltaic panel, so that the opening of the second main beam (which can Is the opening of the V-shaped steel or the U-shaped steel) and the opening of the third main beam is opposite to the inside of the triangular prism. Therefore, when the photovoltaic panel is impacted, the mounting surface may have a certain direction perpendicular to the surface of the photovoltaic panel. That is to say, this different row method can further remove part of the impact force on the photovoltaic panel and prevent the photovoltaic panel from being damaged by force, which can further enhance the safety and stability of the truss.

第五,本創作在第二主樑及第三主樑的表面上設置有許多檩條,透過該些檩條的排列形成一安裝光伏板用的安裝板,進一步增加桁架的安全性及穩定性。 Fifth, in this work, there are many purlins on the surface of the second and third main beams. Through the arrangement of these purlins, a mounting plate for installing photovoltaic panels is formed, which further increases the safety and stability of the truss. .

第六,本創作在連接桿的設計上採用了空心桿狀、V型槽鋼或凹形槽鋼,這樣的設置可以進一步降低桁架整體的重量,實現桁架輕量化的優點。 Sixth, in the design of the connecting rod, hollow rod-shaped, V-shaped channel or concave channel steel is used in the design of the connecting rod. Such an arrangement can further reduce the overall weight of the truss and realize the advantages of lightweight truss.

10‧‧‧第一主樑 10‧‧‧ first main beam

20‧‧‧第二主樑 20‧‧‧Second Girder

30‧‧‧第三主樑 30‧‧‧ Third Main Beam

40‧‧‧連接桿組 40‧‧‧Connecting rod set

41‧‧‧第一連接桿 41‧‧‧First connecting rod

42‧‧‧第二連接桿 42‧‧‧ second connecting rod

60‧‧‧V型冷彎型鋼 60‧‧‧V-shaped cold-formed steel

61‧‧‧第一斜板 61‧‧‧First inclined plate

62‧‧‧第二斜板 62‧‧‧Second Inclined Plate

63‧‧‧開口 63‧‧‧ opening

64‧‧‧支撐板 64‧‧‧ support plate

65‧‧‧支撐面 65‧‧‧ support surface

80‧‧‧檩條 80‧‧‧ Purse

10A‧‧‧第一主樑 10A‧‧‧First Main Beam

20A‧‧‧第二主樑 20A‧‧‧Second Girder

30A‧‧‧第三主樑 30A‧‧‧The third main beam

61A‧‧‧第一斜板 61A‧‧‧First inclined plate

62A‧‧‧第二斜板 62A‧‧‧Second Inclined Plate

63A‧‧‧開口 63A‧‧‧Opening

60B‧‧‧V型冷彎型鋼 60B‧‧‧V cold-formed steel

61B‧‧‧第一斜板 61B‧‧‧The first inclined plate

62B‧‧‧第二斜板 62B‧‧‧Second Inclined Plate

64B‧‧‧支撐板 64B‧‧‧Support plate

65B‧‧‧支撐面 65B‧‧‧Support surface

66B‧‧‧彎折部 66B‧‧‧ Bending part

61C‧‧‧第一斜板 61C‧‧‧The first inclined plate

62C‧‧‧第二斜板 62C‧‧‧Second Inclined Plate

64C‧‧‧支撐板 64C‧‧‧Support plate

65C‧‧‧支撐面 65C‧‧‧Support surface

67C‧‧‧過渡板 67C‧‧‧Transition board

61D‧‧‧第一斜板 61D‧‧‧The first inclined plate

62D‧‧‧第二斜板 62D‧‧‧Second Inclined Plate

64D‧‧‧支撐板 64D‧‧‧Support plate

66D‧‧‧彎折部 66D‧‧‧Bending part

67D‧‧‧過渡板 67D‧‧‧Transition board

10E‧‧‧第一主樑 10E‧‧‧The first main beam

20E‧‧‧第二主樑 20E‧‧‧Second Girder

30E‧‧‧第三主樑 30E‧‧‧The third main beam

41E‧‧‧第一連接桿 41E‧‧‧First connecting rod

42E‧‧‧第二連接桿 42E‧‧‧Second connecting rod

71E‧‧‧第一斜板 71E‧‧‧The first inclined plate

72E‧‧‧第二斜板 72E‧‧‧Second Inclined Plate

73E‧‧‧底板 73E‧‧‧Floor

74E‧‧‧開口 74E‧‧‧Open

75E‧‧‧支撐板 75E‧‧‧Support plate

76E‧‧‧支撐面 76E‧‧‧Support surface

71F‧‧‧第一斜板 71F‧‧‧The first inclined plate

72F‧‧‧第二斜板 72F‧‧‧Second Inclined Plate

73F‧‧‧底板 73F‧‧‧ floor

75F‧‧‧支撐板 75F‧‧‧Support plate

77F‧‧‧彎折部 77F‧‧‧ Bending part

78F‧‧‧過渡板 78F‧‧‧ Transition board

10G‧‧‧第一主樑 10G‧‧‧The first main beam

20G‧‧‧第二主樑 20G‧‧‧Second Girder

30G‧‧‧第三主樑 30G‧‧‧The third main beam

43G‧‧‧第一加固桿 43G‧‧‧The first reinforcement rod

44G‧‧‧第二加固桿 44G‧‧‧ The second reinforcement rod

10H‧‧‧第一主樑 10H‧‧‧The first main beam

11H‧‧‧第一子樑 11H‧‧‧First child beam

12H‧‧‧第一結合件 12H‧‧‧The first joint

121H‧‧‧第一上板體 121H‧‧‧First upper plate

122H‧‧‧第一下板體 122H‧‧‧First lower plate

123H‧‧‧第一鎖固件 123H‧‧‧First lock firmware

124H‧‧‧穩固螺栓 124H‧‧‧Stability bolt

13H‧‧‧第一結合桿 13H‧‧‧First combined lever

20H‧‧‧第二主樑 20H‧‧‧Second Girder

21H‧‧‧第二子樑 21H‧‧‧Second Child Beam

22H‧‧‧第二結合件 22H‧‧‧Second Combination

30H‧‧‧第三主樑 30H‧‧‧The third main beam

31H‧‧‧第三子樑 31H‧‧‧Third Child Beam

32H‧‧‧第三結合件 32H‧‧‧Third Combination

A‧‧‧太陽能光伏板 A‧‧‧solar photovoltaic panel

B‧‧‧立柱 B‧‧‧ Post

C‧‧‧轉向結構 C‧‧‧Steering structure

圖1係本創作裝設有太陽能光伏板之立體外觀圖。 Figure 1 is a three-dimensional appearance view of a solar photovoltaic panel installed in this creation.

圖2係本創作第一實施例之立體外觀圖。 FIG. 2 is a three-dimensional appearance view of the first embodiment of this creation.

圖3係本創作第一實施例之部份放大仰視圖。 FIG. 3 is a partially enlarged bottom view of the first embodiment of the present invention.

圖4係本創作第一實施例之部份放大立體外觀圖。 FIG. 4 is a partially enlarged perspective external view of the first embodiment of the present invention.

圖5係本創作第一實施例設於立柱及轉向裝置後的部分放大立體外觀圖。 FIG. 5 is an enlarged perspective external view of a part of the first embodiment of the present invention, which is provided behind a pillar and a steering device.

圖6係本創作第一實施例之部份放大元件分解圖。 FIG. 6 is an exploded view of a part of enlarged components of the first embodiment of the present invention.

圖7係本創作第一實施例之側視剖面圖。 FIG. 7 is a side cross-sectional view of the first embodiment of the present invention.

圖8係本創作第一實施例之V型冷彎型鋼之側視圖。 FIG. 8 is a side view of a V-shaped cold-formed steel according to the first embodiment of the present invention.

圖9係本創作第一實施例之主樑排列示意圖。 FIG. 9 is a schematic diagram of an arrangement of a main beam in the first embodiment of the present invention.

圖10係本創作第二實施例之主樑排列示意圖。 FIG. 10 is a schematic diagram of the arrangement of the main beam in the second embodiment of the present invention.

圖11係本創作第三實施例之V型冷彎形鋼之側視圖。 FIG. 11 is a side view of a V-shaped cold-formed steel according to a third embodiment of the present invention.

圖12係本創作第四實施例之V型冷彎形鋼之側視圖。 FIG. 12 is a side view of a V-shaped cold-formed steel according to a fourth embodiment of the present invention.

圖13係本創作第五實施例之V型冷彎形鋼之側視圖。 FIG. 13 is a side view of a V-shaped cold-formed steel according to a fifth embodiment of the present invention.

圖14係本創作第六實施例之U型冷彎形鋼之側視圖。 FIG. 14 is a side view of a U-shaped cold-formed steel according to a sixth embodiment of the present invention.

圖15係本創作第七實施例之U型冷彎形鋼之側視圖。 FIG. 15 is a side view of a U-shaped cold-formed steel according to a seventh embodiment of the present invention.

圖16係本創作第六實施例之側視剖面示意圖。 FIG. 16 is a schematic side sectional view of a sixth embodiment of the present invention.

圖17係本創作第九實施例之放大立體外觀圖。 FIG. 17 is an enlarged perspective external view of a ninth embodiment of the present invention.

圖18係本創作第十實施例之放大俯視圖。 FIG. 18 is an enlarged plan view of a tenth embodiment of the present invention.

圖19係本創作第十實施例結合件的放大側視剖面圖。 FIG. 19 is an enlarged side cross-sectional view of a joint of a tenth embodiment of the present invention.

圖20係本創作第十實施例結合件的放大剖面俯視圖。 FIG. 20 is an enlarged cross-sectional top view of the coupling member of the tenth embodiment of the present invention.

以下配合圖式以及本創作之較佳實施例,進一步闡述本創作為達成預定創作目的所採取的技術手段。 In the following, with reference to the drawings and the preferred embodiment of this creation, the technical means adopted by this creation to achieve the intended purpose is further explained.

請參閱圖1至圖3所示,本創作之太陽能光伏板桁架包含有一第一主樑10、一第二主樑20、一第三主樑30及複數連接桿組40,第一主樑10、第二主樑20及第三主樑30彼此沿一水平方向平行地設置,各該連接桿組40包含有至少一第一連接桿41及至少一第二連接桿42,第一主樑10和第二主樑20透過該至少一第一連接桿41相互連接,第一主樑10及第三主樑30透過該至少一第二連接桿42連接。 Please refer to FIG. 1 to FIG. 3. The solar photovoltaic panel truss of this creation includes a first main beam 10, a second main beam 20, a third main beam 30, and a plurality of connecting rod groups 40. The first main beam 10 The second main beam 20 and the third main beam 30 are arranged parallel to each other along a horizontal direction. Each of the connecting rod groups 40 includes at least one first connecting rod 41 and at least one second connecting rod 42. The first main beam 10 It is connected to the second main beam 20 through the at least one first connecting rod 41, and the first main beam 10 and the third main beam 30 are connected through the at least one second connecting rod 42.

請參閱圖1所示,進一步而言,第二主樑20及第三主樑30共同形成用於安裝太陽能光伏板A的安裝面,並第一主樑10、第二主樑20及第三主樑30共同形成一三棱柱狀結構。 Please refer to FIG. 1. Further, the second main beam 20 and the third main beam 30 together form a mounting surface for installing the solar photovoltaic panel A, and the first main beam 10, the second main beam 20, and the third The main beams 30 together form a triangular prismatic structure.

請參閱圖5所示,第二主樑20和第三主樑30還可用於連接固定在立柱B上的轉向結構C,也就是說,轉向結構C通過帶動第三主樑30或第二主樑20轉動,就可以進一步帶動太陽能光伏板A轉動,第一主樑10則可以用於連動連接相鄰的桁架。 Please refer to FIG. 5, the second main beam 20 and the third main beam 30 may also be used to connect the steering structure C fixed on the pillar B, that is, the steering structure C drives the third main beam 30 or the second main beam The rotation of the beam 20 can further drive the solar photovoltaic panel A to rotate, and the first main beam 10 can be used to link and connect adjacent trusses.

請參閱圖4、圖5及圖6所示,進一步而言,於本第一實施例中,各該連接桿組40包含有兩第一連接桿41及兩第二連接桿42,該兩第一連接桿41及兩第二連接桿42的頂部共同連接於第一主樑10上之同一點,並該兩第一連接桿41的底部則連接至該兩第二主樑20,而該兩第二連接桿42的底部則連接至該兩第三主樑30,使一連接桿組40的該兩第一連接桿41及該兩第二連接桿42共同形成一四棱椎狀結構,本第一實施例中,由於該兩第一連接桿41與該兩第二連接桿42的形狀、長度皆相同,因此其可形成一金字塔狀之四棱椎狀結構,並該金字塔的頂端固設於第一主樑10,金字塔的底面則成形於第二主樑20及第三主樑30之間。 Please refer to FIG. 4, FIG. 5 and FIG. 6. Further, in the first embodiment, each of the connecting rod groups 40 includes two first connecting rods 41 and two second connecting rods 42. The tops of a connecting rod 41 and two second connecting rods 42 are connected to the same point on the first main beam 10 together, and the bottoms of the two first connecting rods 41 are connected to the two second main beams 20, and the two The bottom of the second connecting rod 42 is connected to the two third main beams 30, so that the two first connecting rods 41 and the two second connecting rods 42 of a connecting rod group 40 together form a quadrangular pyramid structure. In the first embodiment, since the two first connecting rods 41 and the two second connecting rods 42 have the same shape and length, they can form a pyramid-shaped quadrangular pyramid structure, and the top ends of the pyramids are fixed. At the first main beam 10, the bottom surface of the pyramid is formed between the second main beam 20 and the third main beam 30.

由於第二主樑20及第三主樑30之間形成的安裝面之安裝面積大,其可有效提高桁架的結構穩固性,進一步而言,前述之四棱椎狀結構與三個主樑10、20、30之間可透過焊接、螺栓連接或鉚接等方式連接。 Due to the large installation area of the mounting surface formed between the second main beam 20 and the third main beam 30, it can effectively improve the structural stability of the truss. Further, the aforementioned quadrangular pyramid structure and three main beams 10 , 20, 30 can be connected by welding, bolting or riveting.

請參閱圖4、圖7及圖8所示,於本第一實施例中,第一主樑10、第二主樑20及第三主樑30的結構相同且均為一V型冷彎型鋼60,各該V型冷彎型鋼60中包含有一第一斜板61、一第二斜板62、一開口63及兩支撐板64,第一斜板61的一側邊及第二斜板62的一側邊相連接,並使兩斜板61、62共同形成該V型結構,並第一斜板61的另一側邊及第二斜板62的另一側邊之間共同形成該開口63,而於該第一斜板的該另一側邊及第二斜板62的該另一側邊上,其分別朝向彼此彎折形成一支撐板64,且第一斜板61的支撐板64的頂面以及第二斜板62的支撐板64的頂面共同形成一支撐面65。 Please refer to FIG. 4, FIG. 7 and FIG. 8. In the first embodiment, the structures of the first main beam 10, the second main beam 20 and the third main beam 30 are the same and all are a V-shaped cold-formed steel. 60. Each of the V-shaped cold-formed steels 60 includes a first inclined plate 61, a second inclined plate 62, an opening 63, and two support plates 64. One side of the first inclined plate 61 and the second inclined plate 62. The two sides of the first inclined plate 61 and 62 form a V-shaped structure, and the other side of the first inclined plate 61 and the other side of the second inclined plate 62 jointly form the opening. 63, and on the other side of the first inclined plate and the other side of the second inclined plate 62, they are respectively bent toward each other to form a supporting plate 64, and the supporting plate of the first inclined plate 61 The top surface of 64 and the top surface of the support plate 64 of the second inclined plate 62 together form a support surface 65.

請進一步參閱圖9所示,更精確地說,本第一實施例中,第二主樑20的支撐面65及第三主樑30的支撐面65係成形於同一水平面,並共同形成放置該太陽能光伏板的安裝面,而第二主樑20的第一斜板61與第一主樑10的第一斜板61透過該等第一連接桿41相連接,第三主樑30的第二斜板62與第一主樑10的第二斜板62透過該等第二連接桿42相連接。 Please further refer to FIG. 9. To be more precise, in the first embodiment, the supporting surface 65 of the second main beam 20 and the supporting surface 65 of the third main beam 30 are formed on the same horizontal plane, and are formed together. The mounting surface of the solar photovoltaic panel, and the first inclined plate 61 of the second main beam 20 and the first inclined plate 61 of the first main beam 10 are connected through the first connecting rods 41, and the second of the third main beam 30 The inclined plate 62 is connected to the second inclined plate 62 of the first main beam 10 through the second connecting rods 42.

請參閱圖7所示,透過上述之設置,安裝太陽能光伏板A的安裝面在V型結構的開口63處會具有一定彈性,因此,當太陽能光伏板A受到一定的衝擊時,此安裝面會產生相對應的緩衝,進而為太陽能光伏板A分擔一部分的衝擊力,避免太陽能光伏板A的損壞;另外,由於V型結構中的兩個斜板61、62上各具有一個支撐板64,因此第二主樑20及第三主樑30對太陽能光伏板A均具有兩個支撐面,這樣可以使桁架對太陽能光伏板A的支撐效果更好。 Please refer to FIG. 7. Through the above arrangement, the mounting surface for installing the solar photovoltaic panel A will have a certain elasticity at the opening 63 of the V-shaped structure. Therefore, when the solar photovoltaic panel A receives a certain impact, this mounting surface will Generate a corresponding buffer, and then share a part of the impact force for the solar photovoltaic panel A to avoid damage to the solar photovoltaic panel A; In addition, since the two inclined plates 61 and 62 in the V-shaped structure each have a support plate 64, therefore The second main beam 20 and the third main beam 30 each have two supporting surfaces for the solar photovoltaic panel A, so that the truss can better support the solar photovoltaic panel A.

請參閱圖1及圖2所示,進一步而言,本第一實施例中進一步包含有複數檩條80,該等檩條80分別與第二主樑20及第三主樑30相連接,更精確地說,該等檩條80係設置於同一水平面,並係設置於第二主樑20及第三主樑30的頂面(即其安裝面),並係用以安裝太陽能光伏板A,這樣的設置可以使桁架更穩定地支撐太陽能光伏板A。 Please refer to FIG. 1 and FIG. 2. Further, the first embodiment further includes a plurality of purlins 80 which are connected to the second main beam 20 and the third main beam 30, respectively. Specifically, the purlins 80 are disposed on the same horizontal plane, and are disposed on the top surfaces of the second main beam 20 and the third main beam 30 (that is, the installation surfaces thereof), and are used to install the solar photovoltaic panel A, This arrangement can make the truss support the solar photovoltaic panel A more stably.

此外,本第一實施例中的連接桿組40的各該連接桿41、42的結構為V型槽鋼,透過此結構可以減低桁架的重量,實現桁架整體的輕量化,且便於第一主樑10、第二主樑20及第三主樑30之間的連接,但不以此為限,本創作之各該連接桿41、42亦可為其他結構,例如凹型槽鋼結構或是空心桿狀結構。 In addition, the structure of each of the connecting rods 41 and 42 of the connecting rod group 40 in the first embodiment is a V-shaped channel steel. Through this structure, the weight of the truss can be reduced, the overall weight of the truss can be reduced, and it is convenient for the first main The connection between the beam 10, the second main beam 20 and the third main beam 30 is not limited thereto, and each of the connecting rods 41 and 42 in this creation can also be other structures, such as a concave channel steel structure or a hollow Rod-shaped structure.

本第一實施例所揭露的太陽能光伏板桁架的優點在於,其結構簡單穩固、對太陽能光伏板的固定效果好、重量輕、製造材料少及製作成本低。 The advantages of the solar photovoltaic panel truss disclosed in the first embodiment are that the structure is simple and stable, the solar photovoltaic panel has a good fixing effect, the weight is light, the manufacturing material is small, and the manufacturing cost is low.

請參閱圖10所示,以下為本創作之第二實施例,本第二實施例與第一實施例大致相同,但在本第二實施中,第二主樑20A的第一斜板61A以及第三主樑30A的第二斜板62A係位於同一水平面並構成用於安裝太陽能光伏板的安裝面,換言之,該等第一連接桿係連接於第一主樑10A的第一斜板61A以及第二主樑20A的第二斜板62A,該等第二連接桿係連接於第一主樑10A的第二斜板62A以及第三主樑30A的第一斜板61A,換言之,於此一排列方式下,第二主樑20A的開口63A與第三主樑30A的開口63A會朝向該三棱柱狀結構的內部,因此,成為安裝面的第二主樑20A的第一斜板61A以及第三主樑30A的第二斜板62A在受到壓迫時,由於其開口63A的設置方向為朝向側邊,因此第二主樑20A的第一斜板61A以及第三主樑30A的第二斜板62A具有一定的緩衝彈性,與第一實施例相比,兩斜板61A、62A之間的彈性要比支撐面的彈性效果更佳,設樣的設置可以提高光伏板的緩衝效果,進一步避免光伏板在衝擊力的作用下受損。 Please refer to FIG. 10. The following is a second embodiment of the present creation. This second embodiment is substantially the same as the first embodiment, but in this second implementation, the first inclined plate 61A of the second main beam 20A and The second inclined plate 62A of the third main beam 30A is located on the same horizontal plane and constitutes a mounting surface for installing solar photovoltaic panels. In other words, the first connecting rods are connected to the first inclined plate 61A of the first main beam 10A and The second inclined plate 62A of the second main beam 20A, the second connecting rods are connected to the second inclined plate 62A of the first main beam 10A and the first inclined plate 61A of the third main beam 30A, in other words, here In the arrangement, the opening 63A of the second main beam 20A and the opening 63A of the third main beam 30A face the inside of the triangular prism structure. Therefore, the first inclined plate 61A and the first When the second inclined plate 62A of the three main beams 30A is pressed, the opening 63A is oriented toward the side, so the first inclined plate 61A of the second main beam 20A and the second inclined plate of the third main beam 30A 62A has a certain cushioning elasticity. Compared with the first embodiment, the elasticity between the two inclined plates 61A and 62A is greater. Better spring effect of the support surface, disposed like cushioning effect can be increased is provided a photovoltaic plate, the photovoltaic panel to avoid further damage to the action of an impact force.

請參閱圖11所示,以下為本創作之第三實施例,本第三實施例與第一實施例大致相同,但在本第三實施例中,各該V型冷彎型鋼60B中,與第一斜板61B連接的支撐板64B,其遠離第一斜板61B的一側邊朝向第一斜板61B及第二斜板62B的連接處彎折形成一彎折部66B;與第二斜板62B連接的支撐板64B,其遠離第二斜板62B的一側邊朝向第一斜板61B及第二斜板62B的連接處彎折形成一彎折部66B,該兩彎折部66B的功能在於,當支撐面65B受力並向內彎折時,第一斜板61B的彎折部66B會抵在第一斜板61B上,第二斜板62B的彎折部66B會抵在第二斜板62B上,藉此避免支撐板64B被壓壞,以一設置進一步增強了桁架的結構穩固性,可以使其對光伏板的安裝效果更好。 Please refer to FIG. 11. The following is a third embodiment of the present creation. This third embodiment is substantially the same as the first embodiment, but in this third embodiment, in each of the V-shaped cold-formed steels 60B, The supporting plate 64B connected to the first inclined plate 61B is bent at the side of the first inclined plate 61B and the second inclined plate 62B to form a bent portion 66B. The supporting plate 64B connected to the plate 62B is bent at the side of the first sloping plate 61B and the second sloping plate 62B at a side away from the second sloping plate 62B to form a bending portion 66B. The function is that when the supporting surface 65B is stressed and bent inward, the bent portion 66B of the first inclined plate 61B will abut against the first inclined plate 61B, and the bent portion 66B of the second inclined plate 62B will abut against the first The two sloping plates 62B prevent the support plate 64B from being crushed, and further strengthens the structural stability of the truss with a setting, which can make the installation effect of the photovoltaic panel better.

請參閱圖12所示,以下為本創作之第四實施例,本第四實施例與第一實施例大致相同,但在本第四實施例中,與第一斜板61C相連接的支撐 板64C上,其相鄰於第一斜板61C的一側邊與第一斜板61C之間進一步連接有一過渡板67C,與第二斜板62C相連接的支撐板64C上,其相鄰於第二斜板62C的一側邊與第二斜板62C之間進一步連接有一過渡板67C,各該過渡板67C可以在支撐板64C與其相對應的斜板61C、62C之間形成一緩衝效果,當支撐面65C受力使支撐板64C受壓彎折時,過渡板67C可以向內彎折並形成新的支撐板,新的支撐板可以繼續對太陽能光伏板進行支撐,進一步保障了桁架對光伏板的安裝效果。 Please refer to FIG. 12. The following is the fourth embodiment of this creation. This fourth embodiment is substantially the same as the first embodiment, but in this fourth embodiment, the support connected to the first inclined plate 61C On the plate 64C, a transition plate 67C is further connected between the side adjacent to the first inclined plate 61C and the first inclined plate 61C, and on the support plate 64C connected to the second inclined plate 62C, it is adjacent to A transition plate 67C is further connected between one side of the second inclined plate 62C and the second inclined plate 62C. Each of the transition plates 67C can form a buffering effect between the support plate 64C and its corresponding inclined plates 61C and 62C. When the supporting surface 65C is forced to bend the supporting plate 64C under pressure, the transition plate 67C can be bent inward to form a new supporting plate, and the new supporting plate can continue to support the solar photovoltaic panel, further ensuring that the truss supports the photovoltaic Board mounting effect.

請參閱圖13所示,以下為本創作之第五實施例,本第五實施例與第一實施例大致相同,但在本第五實施例中,其結合了第三實施例及第四實施力之特徵,及對於各該支撐板64D而言,其遠離其相對應之斜板61D、62D的該側邊成形有該彎折部66D,其相鄰於斜板61D、62D的該側邊成形有該過渡板67D,而依據前述之彎折部66D及過渡板67D之優點,本第五實施例可達到雙重緩衝之效果,進一步避免光伏板在受到衝擊時損傷,優化其安裝上的效果。 Please refer to FIG. 13. The following is a fifth embodiment of the present creation. The fifth embodiment is substantially the same as the first embodiment, but in the fifth embodiment, it combines the third embodiment and the fourth embodiment. Characteristics of the force, and for each of the support plates 64D, the bent portion 66D is formed on the side of the support plate 64D away from the corresponding inclined plate 61D, 62D, which is adjacent to the side of the inclined plate 61D, 62D The transition plate 67D is formed. According to the advantages of the bent portion 66D and the transition plate 67D described above, the fifth embodiment can achieve the effect of double buffering, further avoid damage to the photovoltaic panel under impact, and optimize the effect of its installation. .

請參閱圖14及圖16所示,以下為本創作之第六實施例,本第六實施例與第一實施例大致相同,但在本第六實施例中,第一主樑10E、第二主樑20E及第三主樑30E皆為U型冷彎型鋼,該U型冷彎型鋼包含有一第一斜板71E、一第二斜板72E、一底板73E及一開口74E,底板73E的相對兩側邊分別連接第一斜板71E的一側邊及第二斜板72E的一側邊,並第一斜板71E與底板73E之間的夾角大於90度,第二斜板72E與底板73E之間的夾角大於90度,並第一斜板71E的另一側邊及第二斜板72E的另一側邊共同形成該開口74E,且第一斜板71E的該另一側邊及第二斜板72E的該另一側邊分別朝向彼此彎折形成一支撐板75E,並第一斜板71E的支撐板75E的頂面及第二斜板72E的支撐板75E的頂面共同形成一支撐面76E。 Please refer to FIG. 14 and FIG. 16. The following is the sixth embodiment of this creation. This sixth embodiment is substantially the same as the first embodiment. However, in this sixth embodiment, the first main beam 10E, the second The main beam 20E and the third main beam 30E are U-shaped cold-formed steel. The U-shaped cold-formed steel includes a first inclined plate 71E, a second inclined plate 72E, a bottom plate 73E, and an opening 74E. The two sides are respectively connected to one side of the first inclined plate 71E and one side of the second inclined plate 72E, and the angle between the first inclined plate 71E and the bottom plate 73E is greater than 90 degrees, and the second inclined plate 72E and the bottom plate 73E The included angle is greater than 90 degrees, and the other side of the first inclined plate 71E and the other side of the second inclined plate 72E together form the opening 74E, and the other side of the first inclined plate 71E and the first The other sides of the two inclined plates 72E are respectively bent toward each other to form a supporting plate 75E, and the top surface of the supporting plate 75E of the first inclined plate 71E and the top surface of the supporting plate 75E of the second inclined plate 72E jointly form a supporting plate 75E. Support surface 76E.

更精確地說,本第六實施例中,第二主樑20E的支撐板75E以及第三主樑30E的支撐板75E係位為同一水平面,並共同形成該太陽能光伏板的安裝面,換言之,第一主樑10E與第二主樑20E的連接關係為,第一主樑10E的第一斜板71E與第二主樑20E的第二斜板72E透過第一連接桿41E相連接,第一主樑10E與第三主樑30E的連接關係為,第一主樑10E的第二斜板72E與第三主樑30E的第一斜板71E透過第二連接桿42E相連接,藉此使第二主樑20E的開口74E以及第三主樑30E的開口74E分別朝向三棱柱狀的內部,並使各該U型冷彎型鋼中,第二主樑20E的底板73E以及第三主樑30E的底板73E可成為各自第一斜板71E和第二斜板72E之間的緩衝區,因此當光伏板受到衝擊時,此緩衝效果可分解部分衝擊力道,避免光伏板受損。 More precisely, in the sixth embodiment, the support plate 75E of the second main beam 20E and the support plate 75E of the third main beam 30E are positioned on the same horizontal plane, and together form the mounting surface of the solar photovoltaic panel, in other words, The connection relationship between the first main beam 10E and the second main beam 20E is that the first inclined plate 71E of the first main beam 10E and the second inclined plate 72E of the second main beam 20E are connected through the first connecting rod 41E. The connection relationship between the main beam 10E and the third main beam 30E is that the second inclined plate 72E of the first main beam 10E and the first inclined plate 71E of the third main beam 30E are connected through the second connecting rod 42E, thereby making the first The opening 74E of the two main beams 20E and the opening 74E of the third main beam 30E face the inside of the triangular prism, respectively, and in each of the U-shaped cold-formed steels, the bottom plate 73E of the second main beam 20E and the third main beam 30E The bottom plate 73E can become a buffer zone between the respective first inclined plate 71E and the second inclined plate 72E. Therefore, when the photovoltaic panel is impacted, this buffering effect can decompose part of the impact force to avoid damage to the photovoltaic panel.

請參閱圖15所示,以下為本創作之第七實施例,本第七實施例與第六實施例大致相同,但在本第七實施例中,各該U型冷彎型鋼中,與第一斜板71F連接的支撐板75F,其遠離第一斜板71F的一側邊朝向第一斜板71F及底板73F的連接處彎折形成一彎折部77F;與第二斜板72F連接的支撐板75F,其遠離第二斜板72F的一側邊朝向第二斜板72F及底板73F的連接處彎折形成一彎折部77F,該兩彎折部77F的功能在於,當支撐面受力並向內彎折時,第一斜板71F的彎折部77F會抵在第一斜板71F上,第二斜板72F的彎折部77F會抵在第二斜板72F上,藉此避免支撐板被壓壞,以一設置進一步增強了桁架的結構穩固性,可以使其對光伏板的安裝效果更好。 Please refer to FIG. 15. The seventh embodiment of the present invention is as follows. This seventh embodiment is substantially the same as the sixth embodiment. However, in this seventh embodiment, each of the U-shaped cold-formed steel A support plate 75F connected to a sloping plate 71F is bent at the side of the first sloping plate 71F and the bottom plate 73F to form a bent portion 77F on the side far from the first sloping plate 71F; The supporting plate 75F is bent away from the second inclined plate 72F toward the connection between the second inclined plate 72F and the bottom plate 73F to form a bent portion 77F. The function of the two bent portions 77F is that when the supporting surface receives When bending inward with force, the bent portion 77F of the first inclined plate 71F will abut against the first inclined plate 71F, and the bent portion 77F of the second inclined plate 72F will abut against the second inclined plate 72F. Avoiding the support plate from being crushed, a setting further enhances the structural stability of the truss, which can make it better for the photovoltaic panel installation effect.

此外,於本第七實施例中,各該U型冷彎型鋼中,與第一斜板71F連接的支撐板75F,其相鄰於第一斜板71F的一側邊與第一斜板71F之間進一步連接有一過渡板78F,與第二斜板72F連接的支撐板75F,其相鄰於第二斜板72F的一側邊與第二斜板72F之間進一步連接有一過渡板78F,各該過渡板78F可以在支撐板75F與其相對應的斜板71F、72F之間形成一緩衝效果,當支撐板75F 受力而彎折時,過渡板78F可向內彎折並形成新的支撐板,新的支撐板可以繼續對光伏板進行支撐,進一步保障桁架對光伏板的安裝效果。 In addition, in the seventh embodiment, in each of the U-shaped cold-formed steels, a support plate 75F connected to the first inclined plate 71F is adjacent to a side of the first inclined plate 71F and the first inclined plate 71F. A transition plate 78F is further connected between the support plates 75F connected to the second inclined plate 72F, and a transition plate 78F is further connected between a side adjacent to the second inclined plate 72F and the second inclined plate 72F. The transition plate 78F can form a buffer effect between the support plate 75F and its corresponding inclined plates 71F and 72F. When the support plate 75F When bending under force, the transition plate 78F can be bent inward to form a new support plate. The new support plate can continue to support the photovoltaic panel, further ensuring the installation effect of the truss on the photovoltaic panel.

本第七實施例中,U型冷彎型鋼透過同時設有彎折部77F及過渡板78F,可在太陽能光伏板受到衝擊時產生雙重緩衝,從而實現更佳的安裝效果。 In the seventh embodiment, the U-shaped cold-formed steel is provided with a bending portion 77F and a transition plate 78F at the same time, which can generate a double buffer when the solar photovoltaic panel is impacted, thereby achieving a better installation effect.

以下為本創作之第八實施例,本第八實施例與第六實施例大致相同,但在本第八實施例中,其排列主樑之方式如同第一實施例,即第二主樑的支撐面與第三主樑的支撐面係位於同一水平面,並共同形成用於安裝太陽能光伏板的安裝面,且第一主樑與第二主樑係透過第一連接桿連接於第一主樑的第一斜板以及第二主樑的第一斜板使第一主樑與第二主樑相連,並第一主樑與第三主樑係透過第二連接桿連接於第一主樑的第二斜板以及第三主樑的第二斜板使第一主樑與第三主樑相連。 The following is the eighth embodiment of the creation. This eighth embodiment is substantially the same as the sixth embodiment, but in this eighth embodiment, the way of arranging the main beam is the same as the first embodiment, that is, the second main beam. The support surface and the support surface of the third main beam are located on the same horizontal plane, and together form a mounting surface for installing the solar photovoltaic panel, and the first main beam and the second main beam are connected to the first main beam through a first connecting rod. The first inclined plate and the first inclined plate of the second main beam connect the first main beam and the second main beam, and the first main beam and the third main beam are connected to the first main beam through the second connecting rod. The second inclined plate and the second inclined plate of the third main beam connect the first main beam with the third main beam.

本第八實施例中,透過該等支撐板的支撐面的彈性,對太陽能光伏板起到一定程度之緩衝作用,從而優化了桁架對光伏板的安裝效果。 In the eighth embodiment, the elasticity of the support surfaces of the support plates has a certain degree of buffering effect on the solar photovoltaic panel, thereby optimizing the installation effect of the truss on the photovoltaic panel.

進一步而言,於本創作的其他實施例中,該些主樑亦可為實心桿體、空心桿體或凹形槽剛等其他結構,並三主樑之間的間距及長度亦可根據需求進行調整,於此不再贅述。 Further, in other embodiments of the present invention, the main beams may also be other structures such as solid rods, hollow rods, or concave grooves, and the distance and length between the three main beams may also be based on demand. Adjustments will not be repeated here.

請參閱圖17所示,以下為本創作之第九實施例,本第九實施例與第一實施例大致相同,但於本第九實施例中,進一步包含有兩第一加固桿43G及兩第二加固桿44G,該兩第一加固桿43G分別設置於第一主樑10G沿水平方向的相對兩端,並各該第一加固桿43G的一端連接於第一主樑10G,各該第一加固桿43G的另一端連接於第二主樑20G;該兩第二加固桿44G亦分別設置於第一主樑10G沿該水平方向的相對兩端,但各該第二加固桿44G係一端連接於 第一主樑10G,另一端連接於第三主樑30G,本第九實施例中,透過於端部兩側進一步分別新增有該些加固桿43G、44G,使提升本創作之穩固性。 Please refer to FIG. 17. The following is a ninth embodiment of the present creation. This ninth embodiment is substantially the same as the first embodiment, but in the ninth embodiment, it further includes two first reinforcing rods 43G and two The second reinforcing rod 44G, the two first reinforcing rods 43G are respectively disposed at two opposite ends of the first main beam 10G in the horizontal direction, and one end of each of the first reinforcing rods 43G is connected to the first main beam 10G, and each of the first The other end of a reinforcing rod 43G is connected to the second main beam 20G; the two second reinforcing rods 44G are also respectively disposed at opposite ends of the first main beam 10G in the horizontal direction, but each of the second reinforcing rods 44G is one end Connected to The first main beam 10G and the other end are connected to the third main beam 30G. In this ninth embodiment, the reinforcing rods 43G and 44G are further added to the two ends of the end, respectively, so as to improve the stability of the creation.

請參閱圖18、圖19及圖20所示,以下為本創作之第十實施例,本第十實施例與第一實施例大致相同,但於本第十實施例中,第一主樑10H係由複數第一子樑11H彼此沿該水平方向頭尾相接地形成,第二主樑20H係由複數第二子樑21H彼此沿該水平方向頭尾相接地形成,第三主樑30H亦是由複數第三子樑31H彼此沿該水平方向頭尾相接地形成,進一步而言,兩相鄰的第一子樑11H之間係透過一第一結合件12H彼此相連接,兩相鄰的第二子樑21H之間係透過一第二結合件22H彼此相連接,兩相鄰的第三子樑31H之間係透過一第三結合件32H彼此相連接。 Please refer to FIG. 18, FIG. 19, and FIG. 20. The following is the tenth embodiment of this creation. This tenth embodiment is substantially the same as the first embodiment, but in this tenth embodiment, the first main beam 10H Is formed by a plurality of first sub-beams 11H grounded to each other along the horizontal direction, the second main beam 20H is formed from a plurality of second sub-beams 21H grounded to each other along the horizontal direction, the third main beam 30H It is also formed by a plurality of third sub-beams 31H grounded to each other along the horizontal direction. Further, two adjacent first sub-beams 11H are connected to each other through a first coupling member 12H, and the two phases Adjacent second sub-beams 21H are connected to each other through a second joint 22H, and two adjacent third sub-beams 31H are connected to each other through a third joint 32H.

由於本第十實施例中,該等主樑10H、20H、30H的結構皆相同,以下僅以第一主樑10H為代表進行闡述,第二主樑20H及第三主樑30H的結構皆與之相同。 Since the structures of the main beams 10H, 20H, and 30H are the same in this tenth embodiment, only the first main beam 10H will be described as a representative below. The structures of the second main beam 20H and the third main beam 30H are the same as The same.

請參閱圖18及圖19所示,本第十實施例中,第一主樑10H的該等第一子樑11H之間,係透過一第一結合件12H相結合,更精確地說,各該第一結合件12H包含有一第一上板體121H、一第一下板體122H及複數第一鎖固件123H,並於兩相鄰的第一子樑11H之間,該第一上板體121H及第一下板體122H上下夾設於該兩第一子樑11H的頂部及底部,而各該第一鎖固件123H則分別連接該第一上板體121H、該第一下板體122H及其中一該第一子樑11H,更精確地說,本第十實施例中,各該第一鎖固件123H為一螺栓,該螺栓由第一上板體121H的頂端向下貫穿至其中一第一子樑11H,並繼續向下貫穿至第一下板體122H的底端,並將第一上板體121H、第一子樑11H及第一下板體122H緊密地夾設。 Please refer to FIG. 18 and FIG. 19. In the tenth embodiment, the first sub-beams 11H of the first main beam 10H are combined through a first coupling member 12H. More precisely, each The first coupling member 12H includes a first upper plate 121H, a first lower plate 122H, and a plurality of first locking members 123H. The first upper plate is between two adjacent first sub-beams 11H. 121H and the first lower plate body 122H are sandwiched on the top and bottom of the two first sub-beams 11H, and each of the first locking members 123H is connected to the first upper plate body 121H and the first lower plate body 122H, respectively. One of the first sub-beams 11H, more precisely, in the tenth embodiment, each of the first locking members 123H is a bolt, and the bolt penetrates downward from the top of the first upper plate 121H to one of them. The first sub beam 11H continues to penetrate downward to the bottom end of the first lower plate body 122H, and the first upper plate body 121H, the first sub beam 11H, and the first lower plate body 122H are tightly sandwiched.

更精確地說,本第十實施例中,第一上板體121H及第一下板體122H之間進一步設有複數穩固螺栓124H,該等穩固螺栓124H未穿設該第一子樑11H,而是沿第一上板體121H未罩設第一子樑11H的部分直接向下貫穿至第一下板體122H並鎖固,進一步加強該第一上板體121H及第一下板體122H之間的穩固性,且本第十實施例中,該等穩固螺栓124H具有八個,且該八個穩固螺栓124H以四個為一組,分別排列於第一上板體121H的相對兩側。 More precisely, in the tenth embodiment, a plurality of stabilizing bolts 124H are further provided between the first upper plate body 121H and the first lower plate body 122H, and the stabilizing bolts 124H do not pass through the first sub-beam 11H. Instead, the part along the first upper plate 121H that is not covered with the first sub-beam 11H is directly penetrated down to the first lower plate 122H and locked to further strengthen the first upper plate 121H and the first lower plate 122H. The stability between the two, and in the tenth embodiment, the eight fixing bolts 124H have eight, and the eight fixing bolts 124H are arranged in groups of four on the opposite sides of the first upper plate 121H .

由於第二結合件及第三結合件的結構與裝設位置,皆與第一結合件12H相同,其差別僅在於第二結合件係設置於第二主樑,第三結合件係設置於第三主樑,因此在此不再贅述。 Because the structure and installation position of the second and third joints are the same as those of the first joint 12H, the difference is only that the second joint is set on the second main beam and the third joint is set on the first Three main beams, so I will not repeat them here.

請進一步參閱圖20所示,本第十實施例中,各該第一結合件12H上進一步包含有至少一第一結合桿13H,各該第一結合桿13H的兩端分別貫穿於相鄰的兩第一子樑11H的端部,並前述之該等第一鎖固件123H則上下貫穿該至少一第一結合桿13H,更精確地說,於兩第一子樑11H的中間,係設置有一第一結合桿13H,並於本第十實施例中,該第一結合桿13H上分別貫通有兩該第一鎖固件123H,其分別係貫通於該第一結合桿13H與該兩第一子樑11H各自連接的相對兩端,並透過該第一結合桿13H來加強兩第一子樑11H之間的穩固性。 Please refer to FIG. 20, in the tenth embodiment, each of the first coupling members 12H further includes at least one first coupling rod 13H, and two ends of each of the first coupling rods 13H respectively penetrate through adjacent ones. The ends of the two first sub-beams 11H, and the aforementioned first locking members 123H pass through the at least one first connecting rod 13H up and down, more precisely, in the middle of the two first sub-beams 11H, there is a The first coupling rod 13H, and in the tenth embodiment, the two first locking members 123H are respectively penetrated through the first coupling rod 13H, which are respectively penetrated through the first coupling rod 13H and the two first sub-members. The opposite ends of the beams 11H are connected to each other, and the stability between the two first sub-beams 11H is strengthened through the first coupling rod 13H.

本第十實施例中,各該第二子樑及第三子樑上亦分別成形有前述之該等結合桿,由於其設置方式、位置及功用皆與第一子樑上相同,因此不再贅述。 In the tenth embodiment, each of the second sub-beams and the third sub-beams are respectively formed with the aforementioned connecting rods, and since their setting methods, positions, and functions are the same as those on the first sub-beam, they are no longer To repeat.

本第十實施例中,透過可拆卸的第一主樑、第二主樑及第三主樑,將原本長度極長的主樑拆成複數根長度較短之子樑,藉此降低運送時的難易程度。 In the tenth embodiment, the detachable first main beam, the second main beam, and the third main beam are used to disassemble the originally long main beam into a plurality of shorter sub beams, thereby reducing the Degree of difficulty.

以上所述僅是本創作之較佳實施例而已,並非對本創作做任何形式上的限制,雖然本創作已以較佳實施例揭露如上,然而並非用以限定本創作,任何所屬技術領域中具有通常知識者,在不脫離本創作技術方案的範圍內,當可利用上述揭示的技術內容做出些許更動或修飾做為等同變化的等效實施例,但凡是未脫離本創作技術方案的內容,依據本創作的技術實質對以上實施例所做的任何簡單修改、等同變化與修飾,均仍屬於本創作技術方案的範圍內。 The above description is only the preferred embodiment of the creation, and does not limit the creation in any form. Although the creation has been disclosed as above with the preferred embodiment, it is not intended to limit the creation. Generally, a knowledgeable person can use the technical content disclosed above to make a few changes or modifications as equivalent equivalent changes without departing from the scope of the technical solution of the creation. Anyone who does not depart from the content of the technical solution of the creation Any simple modifications, equivalent changes, and modifications made to the above embodiments according to the technical essence of this creation still fall within the scope of this creative technical solution.

Claims (12)

一種太陽能光伏板桁架,其包含沿一水平方向平行延伸設置的一第一主樑、一第二主樑及一第三主樑,該第一主樑、該第二主樑及該第三主樑彼此間隔排列,共同形成一三棱柱框結構;複數連接桿組,各該連接桿組包含有至少一第一連接桿及至少一第二連接桿,該第一主樑及該第二主樑透過該至少一第一連接桿連接,該第一主樑及該第三主樑透過該至少一第二連接桿連接;兩第一加固桿,該兩第一加固桿分別設置於該第一主樑沿該水平方向的相對兩端,並各該第一加固桿的一端連接於該第一主樑,各該第一加固桿的另一端連接於該第二主樑;兩第二加固桿,該兩第二加固桿分別設置於該第一主樑沿該水平方向的相對兩端,並各該第二加固桿的一端連接於該第一主樑,各該第二加固桿的另一端連接於該第三主樑;其中,該第二主樑及該第三主樑共同形成一安裝面,該安裝面可用於安裝一太陽能光伏板。A solar photovoltaic panel truss includes a first main beam, a second main beam, and a third main beam, which extend in parallel along a horizontal direction, the first main beam, the second main beam, and the third main beam. The beams are arranged at intervals from each other to form a triangular prism frame structure; a plurality of connecting rod groups, each of which includes at least one first connecting rod and at least one second connecting rod, the first main beam and the second main beam Connected through the at least one first connecting rod, the first main beam and the third main beam are connected through the at least one second connecting rod; two first reinforcing rods, the two first reinforcing rods are respectively disposed on the first main rod Opposite ends of the beam along the horizontal direction, and one end of each first reinforcing rod is connected to the first main beam, and the other end of each first reinforcing rod is connected to the second main beam; two second reinforcing rods, The two second reinforcing rods are respectively disposed at opposite ends of the first main beam in the horizontal direction, and one end of each second reinforcing rod is connected to the first main beam, and the other end of each second reinforcing rod is connected. In the third main beam; wherein the second main beam and the third main beam are common To a mounting surface, the mounting surface can be used to install a photovoltaic panels. 如請求項1所述之太陽能光伏板桁架,其中各該連接桿組的該至少一第一連接桿的數量為兩個,各該連接桿組的該至少一第二連接桿的數量為兩個,該兩第一連接桿的一端及該兩第二連接桿的一端共同連接於該第一主樑上,且該兩第一連接桿及該兩第二連接桿共同形成一四棱錐狀結構。The solar photovoltaic panel truss according to claim 1, wherein the number of the at least one first connecting rod of each connecting rod group is two, and the number of the at least one second connecting rod of each connecting rod group is two One end of the two first connecting rods and one end of the two second connecting rods are connected to the first main beam together, and the two first connecting rods and the two second connecting rods together form a quadrangular pyramid structure. 如請求項1所述之太陽能光伏板桁架,其中該第一主樑、該第二主樑及該第三主樑皆為一V型冷彎型鋼,且各該V型冷彎型鋼上成形有一第一斜板、一第二斜板及一開口,該第一斜板的一側邊及該第二斜板的一側邊連接,該第一斜板的另一側邊及該第二斜板的另一側邊共同形成該開口,該第一斜板的該另一側邊及該第二斜板的該另一側邊分別朝向彼此彎折形成一支撐板,該第一斜板的該支撐板的頂面及該第二斜板的該支撐板的頂面共同形成一支撐面。The solar photovoltaic panel truss according to claim 1, wherein the first main beam, the second main beam and the third main beam are all a V-shaped cold-formed steel, and each of the V-shaped cold-formed steel is formed with a A first inclined plate, a second inclined plate, and an opening; one side of the first inclined plate and one side of the second inclined plate are connected; the other side of the first inclined plate and the second inclined plate The other sides of the plate collectively form the opening, and the other side of the first inclined plate and the other side of the second inclined plate are respectively bent toward each other to form a supporting plate. The top surface of the support plate and the top surface of the support plate of the second inclined plate together form a support surface. 如請求項3所述之太陽能光伏板桁架,其中該第二主樑的該支撐面及該第三主樑的該支撐面係成形於同一水平面,並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第一斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第二斜板;或該第二主樑的該第一斜板及該第三主樑的該第二斜板係成形於同一水平面並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第二斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第一斜板。The solar photovoltaic panel truss according to claim 3, wherein the support surface of the second main beam and the support surface of the third main beam are formed on the same horizontal plane and together form the mounting surface; the at least one first A connecting rod is connected to the first inclined plate of the first main beam and the first inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam and the The second inclined plate of the third main beam; or the first inclined plate of the second main beam and the second inclined plate of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one A first connecting rod is connected to the first inclined plate of the first main beam and the second inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam And the first inclined plate of the third main beam. 如請求項3所述之太陽能光伏板桁架,其中各該V型冷彎型鋼中,與該第一斜板連接的該支撐板上,其遠離於該第一斜板的一側邊朝向該第一斜板及該第二斜板的連接處彎折形成一彎折部;與該第二斜板連接的該支撐板上,其遠離於該第二斜板的一側邊朝向該第一斜板及該第二斜板的連接處彎折形成一彎折部;和/或與該第一斜板連接的該支撐板上,其相鄰於該第一斜板的一側邊與該第一斜板之間連接有一過渡板;與該第二斜板連接的該支撐板上,其相鄰於該第二斜板的一側邊與該第二斜板之間連接有一過渡板。The solar photovoltaic panel truss according to claim 3, wherein, in each of the V-shaped cold-formed steels, the support plate connected to the first inclined plate has a side away from the first inclined plate facing the first A connection portion of a swash plate and the second swash plate is bent to form a bent portion; a side of the support plate connected to the second swash plate, away from the second swash plate, faces the first swash plate. A connection portion of the plate and the second inclined plate is bent to form a bent portion; and / or the support plate connected to the first inclined plate is adjacent to a side of the first inclined plate and the first inclined plate; A transition plate is connected between one inclined plate; the support plate connected to the second inclined plate is connected with a transition plate between a side edge adjacent to the second inclined plate and the second inclined plate. 如請求項1所述之太陽能光伏板桁架,其中該第一主樑、該第二主樑及該第三主樑皆為一U型冷彎型鋼,且各該U型冷彎型鋼上成形有一第一斜板、一第二斜板、一底板及一開口,該底板的相對兩側邊分別連接該第一斜板的一側邊及該第二斜板的一側邊,並該第一斜板與該底板之間的夾角大於90度,該第二斜板與該底板之間的夾角大於90度,該第一斜板的另一側邊及該第二斜板的另一側邊共同形成該開口,並該第一斜板的該另一側邊及該第二斜板的該另一側邊分別朝向彼此彎折形成一支撐板,該第一斜板的該支撐板的頂面及該第二斜板的該支撐板的頂面共同形成一支撐面。The solar photovoltaic panel truss according to claim 1, wherein the first main beam, the second main beam and the third main beam are all U-shaped cold-formed steel, and each of the U-shaped cold-formed steel is formed with a A first inclined plate, a second inclined plate, a bottom plate and an opening; opposite sides of the bottom plate are respectively connected to one side of the first inclined plate and one side of the second inclined plate, and the first The angle between the inclined plate and the bottom plate is greater than 90 degrees, the angle between the second inclined plate and the bottom plate is greater than 90 degrees, the other side of the first inclined plate and the other side of the second inclined plate The opening is formed together, and the other side of the first inclined plate and the other side of the second inclined plate are respectively bent toward each other to form a supporting plate. The top of the supporting plate of the first inclined plate The surface and the top surface of the support plate of the second inclined plate together form a support surface. 如請求項6所述之太陽能光伏板桁架,其中該第二主樑的該支撐面及該第三主樑的該支撐面係成形於同一水平面,並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第一斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第二斜板;或該第二主樑的該第一斜板及該第三主樑的該第二斜板係成形於同一水平面並共同形成該安裝面;該至少一第一連接桿連接於該第一主樑的該第一斜板及該第二主樑的該第二斜板;該至少一第二連接桿連接於該第一主樑的該第二斜板及該第三主樑的該第一斜板。The solar photovoltaic panel truss according to claim 6, wherein the support surface of the second main beam and the support surface of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one first A connecting rod is connected to the first inclined plate of the first main beam and the first inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam and the The second inclined plate of the third main beam; or the first inclined plate of the second main beam and the second inclined plate of the third main beam are formed on the same horizontal plane and form the mounting surface together; the at least one A first connecting rod is connected to the first inclined plate of the first main beam and the second inclined plate of the second main beam; the at least one second connecting rod is connected to the second inclined plate of the first main beam And the first inclined plate of the third main beam. 如請求項7所述之太陽能光伏板桁架,其中各該U型冷彎型鋼中,與該第一斜板連接的該支撐板上,其遠離於該第一斜板的一側邊朝向該第一斜板及該底板的連接處彎折形成一彎折部;與該第二斜板連接的該支撐板上,其遠離於該第二斜板的一側邊朝向該第二斜板及該底板的連接處彎折形成一彎折部;和/或與該第一斜板連接的該支撐板上,其相鄰於該第一斜板的一側邊與該第一斜板之間連接有一過渡板;與該第二斜板連接的該支撐板上,其相鄰於該第二斜板的一側邊與該第二斜板之間連接有一過渡板。The solar photovoltaic panel truss according to claim 7, wherein in each of the U-shaped cold-formed steels, the supporting plate connected to the first inclined plate has a side away from the first inclined plate facing the first A connection between a swash plate and the bottom plate is bent to form a bent portion; a side of the support plate connected to the second swash plate is away from the second swash plate and faces the second swash plate and the A connection portion of the bottom plate is bent to form a bent portion; and / or the support plate connected to the first inclined plate is connected between a side edge adjacent to the first inclined plate and the first inclined plate There is a transition plate; the support plate connected to the second inclined plate is connected with a transition plate between a side edge adjacent to the second inclined plate and the second inclined plate. 如請求項1所述之太陽能光伏板桁架,其進一步包含有複數檩條,各該凜條分別與該第二主樑及該第三主樑相連接,且該等檩條係設置於同一水平面上,且係用於安裝該太陽能光伏板。The solar photovoltaic panel truss according to claim 1, further comprising a plurality of purlins, each of which is connected to the second main beam and the third main beam, respectively, and the purlins are arranged on the same horizontal plane And is used to install the solar photovoltaic panel. 如請求項1至9中任一項所述之太陽能光伏板桁架,其中各該第一連接桿為空心桿狀結構或V型槽鋼結構或凹形槽鋼結構;各該第二連接桿為空心桿狀結構或V型槽鋼結構或凹形槽鋼結構。The solar photovoltaic panel truss according to any one of claims 1 to 9, wherein each of the first connecting rods is a hollow rod-like structure or a V-shaped channel steel structure or a concave channel steel structure; each of the second connecting rods is Hollow rod-like structure or V-shaped channel steel structure or concave channel steel structure. 如請求項1至9中任一項所述之太陽能光伏板桁架,其中該第一主樑進一步包含有複數第一子樑,該等第一子樑彼此沿該水平方向頭尾相接地形成該第一主樑,並相鄰的兩該第一子樑之間係透過一第一結合件相結合;該第二主樑進一步包含有複數第二子樑,該等第二子樑彼此沿該水平方向頭尾相接地形成該第二主樑,並相鄰的兩該第二子樑之間係透過一第二結合件相結合;該第三主樑進一步包含有複數第三子樑,該等第三子樑彼此沿該水平方向頭尾相接地形成該第三主樑,並相鄰的兩該第三子樑之間係透過一第三結合件相結合;各該第一結合件包含有一第一上板體、一第一下板體及複數第一鎖固件,該第一上板體及該第一下板體上下夾設於兩該第一子樑的外側,並各該第一鎖固件連接該第一上板體、該第一下板體及其中一該第一子樑,並將該第一上板體及該第一下板體緊密夾設於該第一子樑的外側;各該第二結合件包含有一第二上板體、一第二下板體及複數第二鎖固件,該第二上板體及該第二下板體上下夾設於兩該第二子樑的外側,並各該第二鎖固件連接該第二上板體、該第二下板體及其中一該第二子樑,並將該第二上板體及該第二下板體緊密夾設於該第二子樑的外側;各該第三結合件包含有一第三上板體、一第三下板體及複數第三鎖固件,該第三上板體及該第三下板體上下夾設於兩該第三子樑的外側,並各該第三鎖固件連接該第三上板體、該第三下板體及其中一該第三子樑,並將該第三上板體及該第三下板體緊密夾設於該第三子樑的外側。The solar photovoltaic panel truss according to any one of claims 1 to 9, wherein the first main beam further includes a plurality of first sub-beams, and the first sub-beams are grounded to each other along the horizontal direction. The first main beam and two adjacent first sub beams are connected through a first joint; the second main beam further includes a plurality of second sub beams, and the second sub beams are along each other. The second main beam is formed head-to-tail with each other in the horizontal direction, and two adjacent second sub-beams are connected through a second joint; the third main beam further includes a plurality of third sub-beams. , The third sub-beams are grounded to each other along the horizontal direction to form the third main beam, and two adjacent third sub-beams are connected through a third coupling member; each of the first The coupling element includes a first upper plate body, a first lower plate body, and a plurality of first locking members. The first upper plate body and the first lower plate body are sandwiched up and down outside the two first sub-beams, and Each of the first fasteners connects the first upper plate body, the first lower plate body and one of the first sub beams, and connects the first upper plate body with the first upper plate body. The body and the first lower plate body are tightly sandwiched outside the first sub-beam; each of the second coupling members includes a second upper plate body, a second lower plate body, and a plurality of second locking members. The upper plate body and the second lower plate body are sandwiched up and down outside the two second sub-beams, and each of the second locking members is connected to the second upper plate body, the second lower plate body, and one of the second Sub beams, and the second upper plate body and the second lower plate body are tightly sandwiched on the outside of the second sub beam; each of the third coupling members includes a third upper plate body and a third lower plate body And a plurality of third locking members, the third upper plate body and the third lower plate body are sandwiched up and down outside the two third sub-beams, and each third locking member is connected to the third upper plate body and the first The three lower plate bodies and one of the third sub beams are tightly sandwiched between the third upper plate body and the third lower plate body outside the third sub beam. 如請求項11所述之太陽能光伏板桁架,其中各該第一結合件進一步包含有至少一第一結合桿,各該至少一第一結合桿的兩端分別貫穿於相鄰的兩該第一子樑的端部,並各該第一鎖固件貫穿其中一該至少一第一結合桿;各該第二結合件進一步包含有至少一第二結合桿,各該至少一第二結合桿的兩端分別貫穿於相鄰的兩該第二子樑的端部,並各該第二鎖固件貫穿其中一該至少一第二結合桿;各該第三結合件進一步包含有至少一第三結合桿,各該至少一第三結合桿的兩端分別貫穿於相鄰的兩該第三子樑的端部,並各該第三鎖固件貫穿其中一該至少一第三結合桿。The solar photovoltaic panel truss according to claim 11, wherein each of the first coupling members further includes at least one first coupling rod, and two ends of each of the at least one first coupling rod respectively penetrate through two adjacent first ones. An end of the sub-beam, and each of the first fasteners penetrates one of the at least one first coupling rod; each of the second coupling members further includes at least one second coupling rod, two of each of the at least one second coupling rod The ends respectively penetrate through the ends of two adjacent second sub-beams, and each of the second fasteners penetrates one of the at least one second coupling rod; each of the third coupling members further includes at least one third coupling rod Both ends of each of the at least one third coupling rod respectively penetrate through ends of two adjacent third sub-beams, and each of the third locking members penetrates one of the at least one third coupling rod.
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