201217726 六、發明說明： 【發明所屬之技彳卿匈域】 技術領域 本發明係關於一種面狀體支持架台及太陽光發電裝置。 本申請案主張2010年4月30日在日本申請之日本特願 2010-104986號之優先權，在此引用其内容。 L· ^tr 背景技術 以往，已提案一種構造，來作為支持太陽電池面板（太 陽光發電面板）等具有預定功能之面狀體之架台構造，前述 構造具有：複數個裝設梁，係用以裝設面板者；平面矩形 之裝框體，係支持裝設梁者；支枉，係固定於裝設框體 之四角者；及底板材，係用以將支枉之腳部固定於混凝土 基礎者(參考例如專利文獻1)。 於專利文獻1所記載的架台，裝設框體具有前後方向之 梁材之縱向方形鋼管、及左右方向之梁材之橫向槽形鋼管 而構成。又，縱向方形鋼管與橫向槽形鋼管係經由固定構 件而藉由螺栓相互接合，並且裝設梁之兩端部係經由固定 構件而固定於左右之縱向方形鋼管。進而言之，支柱之上 端部係經由支持板而藉由螺栓接合於縱向方形鋼管，並且 固定於支柱之下端部之敍材係經㈣栓等而固定於混凝 土基礎。 〔先行技術文獻〕 、 〔專利文獻〕 201217726 〔專利文獻1〕日本特開2000_101123號公報 【明内容】 發明概要 發明欲解決之課題 然而，如專利文獻丨所記載之以往的架台，由於裝設框 體或裝設梁、支柱等各構件係經由@定構件或支持板等接 合材而相互接合，因而構件個數增加、成本提高，並且各 構件之處理或組裝人力亦増加。因此，出馳裝作業之施 工效率降低的問題。又’以彳主的架台係由於藉由錫检等， 將支柱之下端部之底板材gj定於混凝土基礎，因此需要用 以建築混凝土基礎之施卫人力及養護期間，亦出現工期長 期化的問題。進而言之，支持面狀體之架台須抵抗因風負 載而作用於面狀體之吹升力，以往在構造上，除了藉由架 台本身的重量以外’還藉由混凝土基礎的重量來抵抗吹升 力。若藉由該構造，則混凝土基礎會大型化，亦出現施工 人力及成本負擔增加的問題。 本發明之目的在於提供一種面狀體支持架台及太陽光 發電裝置’係藉由簡化組裝作業來謀求縮短工期，並且壓 低材料成本及施I成本’可令對於風貞載之吹升力之抗力 提升者。 用以欲解決課題之手段 本發明係採用以下機構，用以解決上述問題而達成相 關目的。 亦即， 201217726 (1) 本發明之一態樣之面狀體支持架台係於支持有面狀 體的狀態下，設置於安裝面上，且具備：複數條支桂，係 相互空出m“立設於前述安裝面上者；複數條心上部 梁，係架設於互為相鄰之前述各支柱間者；及複數條第2上 部梁，係架設於互為相鄰之前述各第！上部梁 "、則攻 各苐1上部梁及前述第2上部梁上、或於前述各第2上部平 上側’支持前述面狀體；前述各支柱之各者係分別打設 前述安裝面上之鋼管樁。 ； (2) 於上述⑴所記載的面狀體支持架台，前述各鋼管捲 之各者且為具有節部之鋼管捲。 (3) 於上述(1)所記載的面狀體支持架台，宜進_步具備 筒狀之接合構件，係覆蓋前述各鋼管樁各自之上端者；前述 各第1上部梁錢由料接合構件而接合於前述各鋼管倦^34 (4) 於上述（1)所記載的面狀體支持架台，前述各接合構 件宜藉由第1IU著具而固定於前述各鋼管樁，而前述第1固 著具貫穿該等接合構件及前述各鋼管樁之各上部；在從^ 述各接合構件突出之前述各第lg)著具之各突出端部，宜^ 定有前述各第1上部梁。 (5) 於上述⑴所記載的面狀體支持架台，以垂直於 第1上部梁之長度方向之斷面，觀看前述第丄上部梁之各： 的情況下’宜具備：側壁部’係固定於前述鋼管樁者.上 翼板，係從該側壁部之上端沿著前述鋼管樁上而形成者. 及下翼板，係從前述側壁部之下端，往遠離前述鋼管捲’ 方向形成者；以垂直於前述各第2上部梁之長度方向 201217726 u觀看㈣各第2上部梁之各者的情況下宜具備：一對側 係相對向者；上壁部，係將該等側壁部之上端彼此 相1者’及翼板部，係形成於從前述各側壁部之各下端相 互避離之方向者；於前述第2上部梁抵接於前述第1上部梁 之下翼板的狀態下，前述第2上部梁之前述上壁部盘前述第 1上部梁之前述上翼板宜為齊平面。 ⑹於上述⑴所記載的面狀體支持帛台，前述各第1上 梁各者且刀別具備固定於前述鋼管樁之側壁部；於該 等側壁部，宜形成有切出其等之一部分而形成之連結部: 於則述各連結部之各者，宜分·定有前述各第2上部梁之 端部。 、 ⑺於上述⑴所記載的面狀體支持架台以垂直於前述 各第1上部梁之長度方向之斷面，觀看前述各第丨上部平之 各者的情況下，宜具備：-對側壁部，係相對向者；上壁 部，係將料㈣部之上端彼此相連者；翼板部，係形成 於從前述各側壁部之各下端相互遠離之方向者；及第2固著 具，係於前述各側壁部間插人有前述各鋼管樁之各上端的 狀態下，扣結固定該等側壁部之間者。 (8)於上述（1)所記載的面狀體支持架台，宜進一步具備 第3固著具’係貫穿前述第1上《，於前述各鋼管樁固定 前述各第！上部梁之各個者；前述第3固著具之各前端宜被 包含於形成在前述各鋼管樁内之各封閉斷面内。 ⑼於太陽光發電裝置具備：上述⑴至⑻之任_項所記 載的面狀體支持架纟；及切光發電面板，係讀於該面 201217726 狀體支持架台上之前述面狀體。 發明效果 右依據如以上之本發明之一態樣之面狀體支持架台及 太陽光發電裝置，藉由以貫人於安裝面之鋼管樁構成支 柱，不需要錢土基礎，可謀求期，並且例如無須 挖馨地基’可減低對周邊地基的影響。進而言之，對於作 用於面狀體之吹升力，能夠以鋼管樁與地基之摩擦力來抵 抗，與採混凝土基礎來抵抗的情況相比較，可謀求減少施 工人力，並且更確實減低對周邊環境的影響。 若依據上述（1)所記載的面狀體支持架台，由於支柱係 從安裝面往上方突出之鋼管樁，因此無須於安裝面建築混 凝土基礎。藉此，可不需要施工人力及養護期間，故可謀 求縮短工期。進而言之，由於亦可不在地下建築混凝土基 礎’因此地基挖馨等所造成對周邊土壌或地下水環境的影 響可控制在最小限度。又，藉由於相鄰鋼管樁間架設第 部梁，可省略施工時用以保持支柱之臨時設置材料等，可 減低臨時設置費，並且可令施工效率提升。進而言之，對 於作用於面狀體之吹升力’能夠以貫入於安裝面之鋼管樁 之摩擦力來抵抗，因此無須如以往大型化之混凝土基礎。 藉此，可謀求減少施工人力，並且更確實減低對周邊環境 的影響。 若依據上述(2)所記載的面狀體支持架台，藉由利用具 有節部之鋼管樁，可增加安裝面與鋼管樁之外表面之接觸 面積。藉此，可令安裝面與複數個支桎(鋼管樁)之摩擦力增 201217726 大’可提高對吹升力之抗力。 若依據上述(3)所記載的面狀體支持架台，藉由於鋼管 樁之上端被覆接合材料，可阻止雨水等滲入鋼管樁内部， 因此可防止發生生鏽，可令耐久性提升。進而言之，經由 被覆於鋼管樁之上端之接合構件來接合第】上部梁，藉此可 不易又到鋼官樁之施JL精度或施工時之旋料影響，可令 第1上部梁之接合作業之作業性及安定性提升。 若依據上述(4)所記載的面狀體支持架台，藉由利用將 接合構件峡於_樁之第1固著具，㈣定第丨上部梁， 無須有別於第1崎具㈣外設置魏接合構件。藉此4 由刪減構件數量，可減少施工成本。 精藉 若依據上述(5)所記載的碰財持㈣ 抵接於第丨上部梁之下翼板的狀態 第= 與第2上部梁之上壁部 ^之上翼板 部梁之你帛m 計® 11此’可容易決定第2上 此可令組裝作業之作業性進—步提升。 右4邮)所記載的面狀體支持 第1上部梁之側壁部之 ㈣在切出 上部梁，因此不連結部，固定有第2 合構件等，可·與第2上部梁之接 -步減1減零件個數，令組裝作業之人力及成本進 具，上述(7)所記載的面狀體支持架台，以第2固著 部而固定，：:1::梁之：則壁部間之鋼管樁之上端201217726 VI. Description of the Invention: [Technical Field of the Invention] The present invention relates to a planar body support stand and a solar power generation device. The present application claims priority to Japanese Patent Application No. 2010-104986, filed on Jan. L·^tr BACKGROUND ART Conventionally, a structure has been proposed as a truss structure supporting a planar body having a predetermined function such as a solar cell panel (solar power generation panel), and the above structure has a plurality of mounting beams for use in a plurality of mounting beams. The panel is installed; the frame of the rectangular rectangle is supported by the beam; the support is fixed at the corners of the frame; and the bottom plate is used to fix the foot of the support to the concrete foundation. (refer to, for example, Patent Document 1). In the gantry described in Patent Document 1, a frame is provided with a longitudinal square steel pipe of a beam material in the front-rear direction and a transverse groove-shaped steel pipe of a beam material in the left-right direction. Further, the longitudinal square steel pipe and the transverse groove steel pipe are joined to each other by bolts via a fixing member, and both ends of the installation beam are fixed to the right and left longitudinal square steel pipes via the fixing members. Further, the upper end of the pillar is joined to the longitudinal square steel pipe by bolts via the support plate, and the material fixed to the lower end portion of the pillar is fixed to the concrete foundation by a bolt or the like. [PRIOR ART DOCUMENT] [Patent Document] 201217726 [Patent Document 1] JP-A-2000-101123 [Brief Description of the Invention] SUMMARY OF THE INVENTION PROBLEM TO BE SOLVED BY THE INVENTION However, as in the conventional gantry described in the patent document 装, a mounting frame is provided. Each member such as a body or a mounting rail or a pillar is joined to each other via a joining material such as a fixing member or a support plate, so that the number of members is increased, the cost is increased, and the handling or assembly manpower of each member is also increased. Therefore, the work efficiency of the driver's work is lowered. In addition, since the pedestal of the main slab is used to set the bottom plate gj of the lower end of the pillar to the concrete foundation by the tin inspection, etc., it is necessary to maintain the manpower and maintenance period for the construction of the concrete foundation, and the construction period is also prolonged. problem. In other words, the gantry supporting the planar body must resist the blowing force acting on the planar body due to the wind load. In the past, in addition to the weight of the gantry itself, the weight of the concrete foundation was used to resist the blowing force. . According to this structure, the concrete foundation is enlarged, and there is also a problem that the construction manpower and the cost burden increase. It is an object of the present invention to provide a planar body support stand and a solar power generation device 'to reduce the construction period by simplifying the assembly work, and to reduce the material cost and the cost of the application, which can increase the resistance to the blowing force of the wind load. By. Means for Solving the Problems The present invention employs the following mechanisms to solve the above problems and achieve related purposes. That is, 201217726 (1) A planar body support frame of one aspect of the present invention is provided on a mounting surface in a state in which a planar body is supported, and has a plurality of ridges, which are vacant with each other. Standing on the installation surface; a plurality of upper core beams are erected between the adjacent pillars; and a plurality of second upper beams are erected on each of the aforementioned upper portions a beam, a top surface of the upper beam and the second upper beam, or a top surface of the second upper portion of the second upper portion to support the planar body; each of the above-mentioned pillars is respectively provided with the mounting surface (2) The planar support frame according to the above (1), wherein each of the steel pipe coils is a steel pipe having a joint portion. (3) The planar body support described in the above (1) The gantry is preferably provided with a tubular joint member covering each of the upper end portions of the steel pipe piles; and each of the first upper beam members is joined to the respective steel tubes by the material joint member; (4) 1) The planar body supporting frame described above, wherein each of the engaging members is preferably by the first IU Each of the first steel members is fixed to each of the steel pipe piles, and the first fixing member penetrates the respective upper portions of the joining members and the steel pipe piles; and the respective protruding ends of the respective lg) protruding from the respective joining members In the above-mentioned (1), the planar support frame of the above-mentioned (1) is viewed from a section perpendicular to the longitudinal direction of the first upper beam, and each of the first upper beams is viewed. In the case of 'the side wall portion' is fixed to the steel pipe pile. The upper wing plate is formed from the upper end of the side wall portion along the steel pipe pile. The lower wing plate is from the side wall portion. The lower end is formed to be away from the direction of the steel pipe roll; and it is preferable to have each of the second upper beams in a direction perpendicular to the length direction of the second upper beams of 201217726 u (4): The upper wall portion is formed such that the upper end of the side wall portions and the wing portion are formed in a direction away from each lower end of each of the side wall portions; and the second upper beam abuts on the second upper beam In the state of the first upper beam lower wing, the second Preferably, the upper wing plate of the first upper beam of the beam is a flush plane. (6) The planar body supporting raft according to the above (1), wherein each of the first upper beams and the blade are fixed In the side wall portion of the steel pipe pile, it is preferable that the side wall portion is formed with a connecting portion formed by cutting out one of the portions; and each of the connecting portions is preferably provided with the end of each of the second upper beams. (7) In the case where the planar support frame described in the above (1) is perpendicular to the longitudinal direction of each of the first upper beams, and each of the first upper portions is viewed, it is preferable to have: - The side wall portion is opposite to each other; the upper wall portion is connected to the upper end of the material (four) portion; the wing portion is formed at a direction away from each lower end of each of the side wall portions; and the second fixing device When the upper ends of the respective steel pipe piles are inserted between the respective side wall portions, the side wall portions are fastened and fixed. (8) In the above-mentioned (1), the planar fixing frame of the above-mentioned (1) is preferably further provided with the third fixing device, which is inserted through the first upper portion, and the respective steps are fixed to the respective steel pipe piles! Each of the upper beams is preferably included in each of the closed sections formed in each of the steel pipe piles. (9) The solar power generation device includes: the planar body support frame described in any of the above items (1) to (8); and the cut light power generation panel, which is the planar body read on the surface of the 201217726 support frame. Advantageous Effects of the Invention According to the above-described aspect of the present invention, a planar body supporting frame and a solar power generating device can be realized by a steel pipe pile which is connected to a mounting surface, and does not require a foundation of money and soil, and can be obtained. For example, there is no need to dig the foundation to reduce the impact on the surrounding foundation. In other words, the blowing force acting on the planar body can be resisted by the frictional force of the steel pipe pile and the foundation, and the construction manpower can be reduced as compared with the case where the concrete foundation is resisted, and the surrounding environment is more reliably reduced. Impact. According to the planar body supporting frame described in the above (1), since the pillar is a steel pipe pile which protrudes upward from the mounting surface, it is not necessary to construct a concrete foundation on the mounting surface. Thereby, the construction manpower and the maintenance period can be eliminated, so that the construction period can be shortened. In other words, since the concrete foundation can not be built underground, the impact on the surrounding soil or groundwater environment caused by the foundation digging can be controlled to a minimum. Further, by arranging the first beam between the adjacent steel pipe piles, the temporary installation materials for maintaining the pillars during construction can be omitted, the temporary installation fee can be reduced, and the construction efficiency can be improved. Further, since the blowing force acting on the planar body can be resisted by the frictional force of the steel pipe pile penetrating the mounting surface, there is no need to increase the concrete foundation as in the past. In this way, it is possible to reduce the construction manpower and more effectively reduce the impact on the surrounding environment. According to the planar body supporting frame described in the above (2), by using the steel pipe pile having the joint portion, the contact area between the mounting surface and the outer surface of the steel pipe pile can be increased. In this way, the friction between the mounting surface and the plurality of supports (steel pipe piles) can be increased by 201217726, which can increase the resistance to the blowing force. According to the planar body supporting frame described in the above (3), since the upper end of the steel pipe pile is covered with the bonding material, it is possible to prevent rainwater or the like from penetrating into the steel pipe pile, thereby preventing rust and improving durability. In other words, the first upper beam is joined via the joint member covered at the upper end of the steel pipe pile, whereby the JL precision of the steel official pile or the influence of the rotary material during construction can be easily achieved, and the joint of the first upper beam can be made. The workability and stability of the work are improved. According to the planar body supporting frame described in the above (4), by using the first fixing device that joins the joining member to the pile, and (4) the first upper beam is not required to be disposed outside the first (4) Wei joint components. By doing so, the construction cost can be reduced by reducing the number of components. According to the above-mentioned (5), the financial support (4) is in contact with the lower wing of the third upper beam. The second and the upper upper beam are the upper part of the wing. It can be easily determined that the second work can improve the workability of the assembly work. In the case where the planar body described in the right 4th column supports the side wall portion of the first upper beam, the upper beam is cut out. Therefore, the second joining member or the like is fixed without the connecting portion, and the second upper beam can be connected to the second upper beam. The number of parts is reduced by 1 to reduce the labor and cost of the assembly work, and the planar support frame described in the above (7) is fixed by the second fixing portion. :: 1: Beam: Wall portion Upper end of steel pipe pile
易進行固定作t。、又=與縱紅固定強度，同時謀求容 。又’由於不需要用以接合鋼管樁與第L 8 201217726 部梁之接合構件等，因此可刪減零件個數，令組裝作業之 人力及成本進一步減低。 若依據上述(8)所記載的面狀體支持架台，於鋼管樁利 用第3固著具而固定第1上部梁時，將作為第3固著具之例如 鑽尾螺絲或單側鉚釘等用於固著時，在固著具之前端變形 或磨損的情況下，令固著具之前端位於前述鋼管樁之封閉 斷面内。藉此保護第3固著具之前端，可延遲鑽尾螺絲前端 之生鏽或腐敍進展。 若依據上述(9)所記載的面狀體支持架台，如前述可減 少面狀體支持架台之組裝作業人力，因此可實現太陽光發 電裝置之低成本化，並且可減低對周邊地基環境的影響。 圖式簡單說明 第1圖係表示本發明之第1實施型態之太陽光發電裝置 之斷面圖。 第2圖係從背面側觀看同太陽光發電裝置之斷面圖。 第3A圖係表示同太陽光發電裝置之支持架台之一部分 之側面圖。 第3B圖係表示同太陽光發電裝置之支持架台之一部分 之側面圖及斷面圖。 第4A圖係表示同支持架台之其他一部分之側面圖。 第4B圖係表示同支持架台之其他一部分之側面圖。 第5A圖係表示同支持架台之組裝程序之側面圖。 第5B圖係表示同支持架台之組裝程序之側面圖。 第5C圖係表示同支持架台之支柱與第1上部梁之固定 201217726 之側面圖。 第6圖係表示同支持架台之變形例之側面圖。 第7A圖係表示用於同支持架台之構件之變形例之斷面 圖。 第7B圖係表示用於同支持架台之構件之變形例之斷面 圖。 第8圖係表示本發明之第2實施型態之太陽光發電裝置 之斷面圖。 第9圖係表示同太陽光發電裝置之一部分之側面圖。 第10圖係從前面側觀看同太陽光發電裝置之一部分之 斷面圖。 第11圖係表示本發明之第3實施型態之太陽光發電裝 置之斷面圖。 第12圖係同太陽光發電裝置之俯視圖。 第13圖係表示同太陽光發電裝置之面狀體支持架台之 立體圖。 I：實施方式;3 用以實施發明之形態 以下根據圖式來說明本發明之各實施型態。 再者，第2實施形態以後，對於與接著之第1實施形態 所說明的構成構件相同之構成構件、及具有同樣功能之構 成構件，係附上與第1實施形態之構成構件相同之符號，並 省略或簡化其等之說明。 於以下說明中，寬度方向係指第1圖之紙面之深度方 10 201217726 向、第2圖之紙面之左右方向。又，前後方向係指長度方向、 第1圖之紙面之左右方向、第2圖之紙面之深度方向。 [第1實施形態] 於第1圖及第2圖中，本實施形態之太陽光發電裝置以系 具備以下而構成：面狀體支持架台2，係設置於安裂面之地 面（安裝面）G上者；及作為面狀體之複數個太陽光發電面板 P ’係支持於該面狀體支持架台2之上側者。該太陽光發電 裝置1係以第1圖中之紙面之左側，亦即朝向太陽光發電面 板P側作為剛方（在北半球為南方）而設置，以便易於接收來 自前方上方之太陽光，太陽光發電面板P從第丨圓中之紙面 右側上方朝向紙面左側下方傾斜設置。又，太陽光發電裝 置1具有一延伸而構成，前述一延伸係在與前後方向交叉之 寬度方向連續。 面狀體支持架台2具備：複數條前方側支柱（支柱)3、複 數條後方側支柱（支柱)4、作為第1上部梁之前方梁5、作為 第1上部梁之後方梁6及作為複數個第2上部梁之複數個椽 7。又，遍及複數個椽7間架設有檁條8。 複數個後方側支枉4係相互空出間隔而立設於地基〇 上，複數個後方側支柱4亦與前方側支柱3同樣相互空出間 隔而立設於地基G上。又，前方側支柱3與後方側支柱4係於 前後方向空出間隔而並排設置。 前方梁5係遍及前方側支柱3之上端間而架設。後方梁6 係遍及後方側支柱4之上端間而架設。椽7係遍及該等前方 柒5與後方梁6而架設。又，於前方梁5、後方梁6、椽7及檁 201217726 條8之上側，固定有太陽光發電面板p。 則方側支柱3及後方側支柱4係分別由附節鋼管樁9所 構成’而前述附節鋼管樁9係貫入於地基G，並且從地基G 面往上方突出之鋼管樁（突出樁）。又，藉由使得後方側支柱 4之大出高度高於前方側支柱3之突出高度，可構成為令太 陽光發電面板P傾斜而支持。於該類附節鋼管樁9之上端部 (頭部）’固定有作為覆蓋上端部之筒狀接合構件之鋼管連結 器1〇，經由該鋼管連結器1〇，前方梁5及後方梁6會接合於 附節鋼管樁9。 如第2圖所示，附節鋼管樁9係於長度方向之外周部 分，交替具備平坦的平端面9a、與從平坦面9a往内側凹陷 之節部9b。該節部9b係於長度方向空出預定間隔而形成有 複數個，平坦面9a之表面積大於節部9b之表面積。 如第5C圖所示，固定用螺栓（第！固著具）104係貫穿鋼 管連結器10及鋼管樁9之頭部（上部）而設置。然後，在從鋼 管連結器10突出之固定用螺栓104之前端部（突出端 部）104a，分別固定有前方梁5、後方梁6。 接著’說明鋼管樁9與前方梁5、後方梁6之固定。 如第5A圖及第5B圖所示，鋼管連結器10係形成為上部 封閉之全筒狀’於鋼管連結器1〇之側面之對向位置，各自 設有2處之固定用螺检插通孔1〇1、及側面3處之臨時固定用 螺絲插通孔102。又，於前方側支柱3及後方側支柱4之上端 部附近，亦於對向位置各自形成有各2處之螺栓插通孔31、 41。如第5A圖所示，鋼管連結器1〇係將前方側支柱3及後方 12 201217726 側支柱4貫入地基G ’令前方側支柱3及後方側支柱4從地基 〇突出。於該突出部分之上端部，被覆鋼管連結器10。然後， 將從臨時固定用螺絲插通孔102插入之臨時固定用螺絲 1〇3 ’轉入附節鋼管樁9之節部9b，藉此決定鋼管連結器10 之位置。然後’如第5B圖所示，於已定位之鋼管連結器1〇 之固疋用螺拴插通孔1〇1及附節鋼管樁9之螺栓插通孔31、 41插通有固定用螺栓1〇4。插通之固定用螺栓104係從鋼 s連結H1G突出’藉由於突出之突出端部（前端部）1()如螺合 螺中目105 ’以便於前方側支柱3及後方側支柱4之上端部固定 鋼管連結器10。 刖方梁5係將薄板輕量鋼板予以彎曲加工，以垂直於前 方木5之長度方向之斷面觀看時，前方梁5之斷面形狀約略 :成為Z字形。具體而言，前方梁5具有：側壁部51，係沿 著則方側支柱3之長度方向延伸，並且經由鋼管連結器10而 接合於則方側支柱3者；上翼板52 ,係從該側壁部51之上 端，沿著前方側支柱3上而形成者；及下翼板53，係從側壁 #51之下端，與前方側支柱3朝向相反側（第1圖中之紙面右 側）’亦即朝向從前方側支柱3遠離之方向形成者。另，後 方柒6係將薄板輕量鋼板予以彎曲加工，以垂直於後方梁6 之長度方向之斷面觀看時，後方梁6之斷面形狀約略形成為 Z字形。後方梁6具有：側壁部61，係沿著後方側支柱4之長 度方向延伸，並且經由鋼管連結器1〇而接合於後方側支柱4 者’上翼板62，係從該側壁部61之上端，沿著後方側支桎4 上而形成者；及下翼板63，係從側壁部61之下端，與後方 13 201217726 側支柱4朝向相反側（第1圖中之紙面左側），亦即朝向從後方 側支柱4遠離之^向形成者。如帛5C®所示，料前方梁5 及後方梁6係以螺船G6，固定於定鋼f連結㈣之固 定用螺栓H)4之前端部_，藉此接合於前方側支柱3及後 方側支柱4。 又，如第3A圖及第3B圖所示，於前方梁5及後方梁6, 設置2處切出側壁部51、61之一部分而形成之連結部5心 64椽7經由δ玄專連結部54、料而接合。亦即，連結部μ、 64係藉由在側壁部51、61切斷矩形的三邊，並折彎剩餘一 邊而形成。於前方梁5及後方梁6，預先於王廠施以連結部 54、64之三邊切斷加工及螺栓孔541、641之開孔加工搬 送至現場後，折脊剩餘一邊542、642而形成連結部54、64。 亦如第3B圖所不，椽7係彎曲加工薄板輕量鋼板而形 成，以垂直於椽7之長度方向之斷面觀看時，椽7之斷面形 ，勺略形成為ψ目形。椽7具有：_對側壁部7卜係延伸於鋼 管樁9之長度方向之相互對向者；上壁部72，係㈣等一對 =壁部7丨之以彼此相連者；及翼板和，制彡成於從一 從:ΐ=Τ?相互遠離之方向者。又，翼板部73係 721與I㈣方梁6之上方載置於下翼板53、63，上壁部 連^54 6 52、62㈣平面。藉此，在側壁部71抵接於 伙態下定位’因此藉由將貫穿側―之 =螺又合於螺检孔541、⑷，椽7會連結於前方梁5及後 鋼板而米成如第4B圖所示，檁條8係彎曲加工薄板輕量 鋼板而減W檁紙咖向咖觀看時，樣 201217726 條8之斷面形狀約略形成為z字形。具體而言，檁條8具有以 下而形成·側壁部81，係固定於橡7，延伸於前方側支柱3 之長度方向者；上翼板82，係從該側壁部si之上端往後方 側延伸者；及下翼板83 ,係從側壁部81之下端往前方側延 伸者。 又，如第4A圖及第4B圖所示，於椽7設置切出側壁部 71而形成之連結部74，檁條8經由該連結部74而接合。亦 即，連結部74係藉由在側壁部71切斷矩形的三邊，並折彎 剩餘一邊而形成。於椽7 ,預先於工廠施以連結部74之三邊 切斷加工及螺栓孔741之開孔加工，搬送至現場後，折彎剩 餘—邊742而形成連結部74。又，檁條8係於下翼板83抵接 於翼板部73的狀態下，上翼板82會與椽7之上壁部72為齊平 面。藉此，在側壁部81抵接於連結部74的狀態下定位，因 此藉由將貫穿側壁部81之螺栓85螺合於螺栓孔741，檁條8 會連結於椽7。 又，如第6圖所示，本實施形態之面狀體支持架台2亦 可具備斜材11而構成，前述斜材u係連結後方側支柱4之基 端。卩與後方梁6。在此，於地基G上之後方侧支柱4之基端部 設有鋼f連結㈣。賴管連”12係貫穿於後方側支柱4 之長度方向而形成為圓筒狀，與鋼管連結器10同樣藉由固 疋用螺栓104而固定於後方側支柱4之附節鋼管樁9。然後， 11之下端部係固定於固定用螺栓1〇4B之前端部（突出 端°〇 ’斜材11之上麟鋪由螺栓U1而自定於後 側壁部61。 ’、 15 201217726 又’如第7A圖所示，椽7亦可具有側壁部71與上壁部72 及翼板部73互不正交之頓角之交叉角度，斷面約略形成為 帽形。 又，如第7B圖所示’檁條8亦能夠以折彎上翼板82之前 端所形成的鑽唇部821不與上翼板82正交之頓角之交又角 度形成’以折彎下翼板83之前端所形成的鑽唇部831不與上 翼板82正交之頓角之交叉角度形成。 藉由具有該類斷面形狀’於搬送時，可縮小複數個椽7 或檁條8相互重疊時之重疊方向之整體尺寸。其結果，可縮 小搬送所需之空間，可令搬送效率提升。 若依據以上本實施形態，由於以貫入於地基G之附節鋼 官格9來構成前方側支柱3及後方側支柱4，因此無須於地下 或地上建築混凝土基礎，可謀求縮短工期，並且由於無須 為了混凝土基礎而挖盤·地基G，因此可減低對周邊地基環境 的影響。又’對於作用於太陽光發電面板P之風負載之吹升 力，由於鋼管樁9具有節部9b’因此附節鋼管樁9與地基G 之摩U力變大。由於可藉由該摩擦力來抵抗風負載之吹升 力，因此無須以混凝土基礎之重量來抵抗。藉此，可確實 抵抗風負栽’防止飄起等。又，經由鋼管連結器1〇，將前 方梁5及後方梁6固定於前方側支柱3及後方側支桎4之上端 °P ’因此可謀求容易進行該固定作業。進而言之，由於在 將鋼官連結器10固定於前方側支柱3及後方側支杈4之固定 用螺检104之前端部（突出端部），固定有前方梁5及後方梁 因此無項另外準備接合構件，可刪減零件個數。 201217726 又 <下 *及後方梁6形成為斷面約略z字形，於其等 後方梁6之置有椽7之翼板部73的狀態T，前方梁5 ' 此，可H Α反52、62會與橡7之上壁部72為齊平面。藉 作業效I提升讀7之位置，可減輕組料之人力，同時令 部73㈣w又’椽7之斷_略形成為帽狀，於其翼板 載置於檁條8的狀態下可定位 業之作f 仏因此可進-步令組裴作Easy to fix for t. And = fixed strength with vertical red, while seeking for tolerance. In addition, since it is not necessary to join the steel pipe pile and the joint member of the L 8 201217726 beam, the number of parts can be reduced, and the labor and cost of the assembly work can be further reduced. According to the planar body supporting frame described in the above (8), when the first upper beam is fixed by the third fixing tool in the steel pipe pile, for example, a drill screw or a one-side rivet is used as the third fixing tool. In the case of fixing, in the case where the front end of the fixing tool is deformed or worn, the front end of the fixing device is located in the closed section of the steel pipe pile. By protecting the front end of the third fixing tool, the rust or the rot of the front end of the drilling screw can be delayed. According to the planar body supporting frame described in the above (9), since the assembly work force of the planar body supporting frame can be reduced as described above, the cost of the photovoltaic power generation device can be reduced, and the influence on the surrounding ground environment can be reduced. . BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view showing a solar power generating apparatus according to a first embodiment of the present invention. Fig. 2 is a cross-sectional view of the photovoltaic power generator viewed from the back side. Fig. 3A is a side view showing a part of a support stand of the photovoltaic power generator. Fig. 3B is a side view and a cross-sectional view showing a part of the support stand of the photovoltaic power generator. Figure 4A is a side view showing the other part of the support stand. Figure 4B is a side view showing the other part of the support stand. Figure 5A is a side view showing the assembly procedure with the support stand. Figure 5B is a side view showing the assembly procedure with the support stand. Fig. 5C is a side view showing the fixing of the support post and the first upper beam 201217726. Fig. 6 is a side view showing a modification of the support stand. Fig. 7A is a cross-sectional view showing a modification of the member for the same support frame. Fig. 7B is a cross-sectional view showing a modification of the member for the same support frame. Figure 8 is a cross-sectional view showing a solar power generation apparatus according to a second embodiment of the present invention. Fig. 9 is a side view showing a part of the photovoltaic power generator. Fig. 10 is a cross-sectional view showing a portion of the photovoltaic power generator viewed from the front side. Figure 11 is a cross-sectional view showing a solar power generation apparatus according to a third embodiment of the present invention. Fig. 12 is a plan view of the photovoltaic power generation device. Fig. 13 is a perspective view showing a support frame for a surface of a photovoltaic power generator. I: Embodiments; 3 Mode for Carrying Out the Invention Hereinafter, each embodiment of the present invention will be described based on the drawings. In the second embodiment, the same constituent members as those of the constituent members described in the first embodiment and the constituent members having the same functions are denoted by the same reference numerals as those of the constituent members of the first embodiment. The description of the etc. is omitted or simplified. In the following description, the width direction refers to the depth direction of the paper surface of Fig. 1 and the left and right directions of the paper surface of Fig. 2 and Fig. 2 . Further, the front-rear direction means the longitudinal direction, the left-right direction of the paper surface of Fig. 1, and the depth direction of the paper surface of Fig. 2 . [First Embodiment] In the first and second figures, the solar power generation device of the present embodiment is configured to include a planar body support frame 2 which is provided on the ground surface (mounting surface) of the fracture surface. A plurality of solar photovoltaic panels P' as a planar body are supported on the upper side of the planar support frame 2. The solar power generation device 1 is disposed on the left side of the paper surface in FIG. 1 , that is, toward the side of the solar power generation panel P as a rigid side (in the north hemisphere is south), so as to easily receive sunlight from the front side, sunlight. The power generation panel P is inclined from the upper right side of the paper surface in the third circle toward the lower left side of the paper surface. Further, the photovoltaic power generator 1 has an extension structure, and the extension is continuous in the width direction intersecting the front-rear direction. The planar body support stand 2 includes a plurality of front side pillars (pillars) 3, a plurality of rear side pillars (pillars) 4, a first upper beam front square beam 5, a first upper beam rear square beam 6, and a plurality of square beams 6 A plurality of 椽7 of the second upper beam. In addition, there are a plurality of magazines 8 arranged in a plurality of magazines. A plurality of rear side support members 4 are erected on the foundation 空 at intervals, and a plurality of rear side stays 4 are also erected on the ground base G in the same manner as the front side stays 3. Further, the front side stay 3 and the rear side stay 4 are arranged side by side at intervals in the front-rear direction. The front beam 5 is stretched over the upper end of the front side pillar 3 to be erected. The rear beam 6 is stretched over the upper end of the rear side pillar 4 to be erected. The 椽7 system is erected over the front 柒5 and the rear beam 6. Further, a solar power generation panel p is fixed to the upper side of the front beam 5, the rear beam 6, the 椽7, and the 檩2012177268. The square-side pillars 3 and the rear-side pillars 4 are each composed of a steel pipe pile 9 and the steel pipe piles 9 are inserted into the foundation G and the steel pipe piles (protrusion piles) projecting upward from the ground surface G. Further, by making the height of the rear side pillars 4 larger than the protruding height of the front side pillars 3, the solar power generation panel P can be tilted and supported. A steel pipe connector 1A as a cylindrical joint member covering the upper end portion is fixed to an upper end portion (head portion) of the steel pipe pile 9 of the type, and the front beam 5 and the rear beam 6 are passed through the steel pipe connector 1 Engaged in the joint steel pipe pile 9. As shown in Fig. 2, the steel pipe pile 9 is attached to the outer peripheral portion in the longitudinal direction, and has a flat flat end surface 9a and a joint portion 9b recessed inward from the flat surface 9a. The joint portion 9b is formed in a plurality of predetermined intervals in the longitudinal direction, and the surface area of the flat surface 9a is larger than the surface area of the joint portion 9b. As shown in Fig. 5C, a fixing bolt (the first fixing tool) 104 is provided to penetrate the head (upper portion) of the steel pipe coupling 10 and the steel pipe pile 9. Then, the front beam 5 and the rear beam 6 are fixed to the front end portion (projecting end portion) 104a of the fixing bolt 104 protruding from the steel pipe coupling 10, respectively. Next, the fixing of the steel pipe pile 9 to the front beam 5 and the rear beam 6 will be described. As shown in Fig. 5A and Fig. 5B, the steel pipe coupling 10 is formed in a substantially cylindrical shape in which the upper portion is closed, and is disposed at a position opposite to the side surface of the steel pipe coupling 1〇, and is provided with two fixing screw insertions. The temporary fixing screw insertion hole 102 is formed in the hole 1〇1 and the side surface 3. Further, in the vicinity of the upper end portions of the front side pillars 3 and the rear side pillars 4, bolt insertion holes 31 and 41 are formed in each of the opposing positions. As shown in Fig. 5A, the steel pipe connector 1 is configured such that the front side pillar 3 and the rear side 12 201217726 side pillar 4 penetrate the ground base G ′ so that the front side pillar 3 and the rear side pillar 4 protrude from the foundation raft. The steel pipe connector 10 is covered at the upper end portion of the protruding portion. Then, the temporary fixing screw 1?3' inserted from the temporary fixing screw insertion hole 102 is transferred to the joint portion 9b of the joint steel pipe pile 9, thereby determining the position of the steel pipe coupling 10. Then, as shown in FIG. 5B, the bolt insertion holes 1 and 1 of the fixed steel pipe connector 1 and the bolt insertion holes 31 and 41 of the steel pipe pile 9 are inserted with fixing bolts. 1〇4. The fixing fixing bolt 104 is connected from the steel s to the H1G by the protruding end portion (front end portion) 1 () such as the screwing screw center 105' to facilitate the front side pillar 3 and the rear side pillar 4 upper end The fixed steel pipe connector 10 is fixed. In the case of the square beam 5, the thin plate lightweight steel plate is bent and viewed in a cross section perpendicular to the longitudinal direction of the front wood 5, and the cross-sectional shape of the front beam 5 is approximately zigzag. Specifically, the front beam 5 has a side wall portion 51 that extends in the longitudinal direction of the side pillar 3 and is joined to the square pillar 3 via the steel pipe connector 10; the upper blade 52 is The upper end of the side wall portion 51 is formed along the front side pillar 3; and the lower blade 53 is from the lower end of the side wall #51, and the front side pillar 3 faces the opposite side (the right side of the paper surface in Fig. 1) That is, it is formed toward the direction away from the front side pillar 3 . Further, the rear sill 6 is formed by bending a thin plate lightweight steel plate and viewing the cross section perpendicular to the longitudinal direction of the rear beam 6, and the cross-sectional shape of the rear beam 6 is approximately zigzag. The rear beam 6 has a side wall portion 61 that extends in the longitudinal direction of the rear side stay 4, and is joined to the rear side pillar 4 by the steel pipe connector 1', and is attached to the upper end of the side wall portion 61. The lower wing plate 63 is formed from the lower end of the side wall portion 61 and faces the rear side of the rear side 13 201217726 side pillar 4 (the left side of the paper surface in Fig. 1), that is, the orientation From the rear side pillar 4 away from the formation of the person. As shown in 帛5C®, the front beam 5 and the rear beam 6 are fixed to the front end of the fixing bolt H)4 of the fixed steel f connection (4) by the screw G6, thereby being joined to the front side pillar 3 and the rear. Side pillar 4. Further, as shown in FIGS. 3A and 3B, the front beam 5 and the rear beam 6 are provided with two portions of the side portions 51 and 61 which are cut out, and the connecting portion 5 is formed by the δ Xuanzhu joint portion. 54. The material is joined. That is, the connecting portions μ and 64 are formed by cutting the three sides of the rectangle on the side wall portions 51 and 61 and bending the remaining one side. The front beam 5 and the rear beam 6 are formed in advance by the three-side cutting process of the connecting portions 54 and 64 and the opening processing of the bolt holes 541 and 641 to the site, and then the remaining sides 542 and 642 of the folded ridge are formed. Connecting portions 54, 64. Also, as shown in Fig. 3B, the 椽7 series is formed by bending a thin plate and a lightweight steel plate, and when viewed in a section perpendicular to the longitudinal direction of the crucible 7, the cross-section of the crucible 7 is formed in a shape of a beak. The crucible 7 has: a pair of side wall portions 7 extending from each other in the longitudinal direction of the steel pipe pile 9; an upper wall portion 72, a pair of (four), etc., a wall portion 7丨 connected to each other; and a flap and The system is formed from one from: ΐ = Τ? Further, the upper side of the wing portion 73 721 and the I (four) square beam 6 is placed on the lower wing plates 53, 63, and the upper wall portion is connected to the plane of the 546 52, 62 (four) plane. Thereby, the side wall portion 71 is positioned in contact with the human body. Therefore, the sill 7 is coupled to the front beam 5 and the rear steel plate by the snails 541 and (4). As shown in Fig. 4B, when the purlin 8 is bent and processed into a thin steel plate and the W 檩 paper coffee is viewed from the coffee, the cross-sectional shape of the sample 201217726 is approximately z-shaped. Specifically, the beam 8 is formed to have a side wall portion 81 which is fixed to the rubber 7 and extends in the longitudinal direction of the front side pillar 3; and the upper blade 82 extends from the upper end of the side wall portion si toward the rear side. And the lower blade 83 extends from the lower end of the side wall portion 81 toward the front side. Further, as shown in Figs. 4A and 4B, the joint portion 74 formed by cutting out the side wall portion 71 is provided in the crucible 7, and the stringer 8 is joined via the joint portion 74. That is, the connecting portion 74 is formed by cutting the three sides of the rectangle in the side wall portion 71 and bending the remaining side. In the 椽7, the three sides of the joint portion 74 are cut into the hole and the bolt hole 741 is opened in advance at the factory, and after being transported to the site, the remaining portion 742 is bent to form the joint portion 74. Further, in the state in which the lower blade 83 is in contact with the blade portion 73, the upper blade 82 is flush with the upper wall portion 72 of the crucible 7. Thereby, the side wall portion 81 is positioned in contact with the coupling portion 74, and therefore the stringer 8 is coupled to the crucible 7 by screwing the bolt 85 penetrating the side wall portion 81 to the bolt hole 741. Further, as shown in Fig. 6, the planar body supporting frame 2 of the present embodiment may be provided with the oblique material 11, and the oblique material u is connected to the base end of the rear side pillar 4.卩 with the rear beam 6. Here, a steel f connection (four) is provided at the base end portion of the square side pillar 4 on the ground base G. The 12th pipe series is formed in a cylindrical shape in the longitudinal direction of the rear side stay 4, and is fixed to the steel pipe pile 9 of the rear side stay 4 by the fixing bolts 104 similarly to the steel pipe coupling 10. The lower end portion of the 11 is fixed to the front end portion of the fixing bolt 1〇4B (the protruding end 〇 'the upper slab of the oblique material 11 is self-defined in the rear side wall portion 61 by the bolt U1. ', 15 201217726 As shown in Fig. 7A, the crucible 7 may have an angle of intersection between the side wall portion 71 and the upper wall portion 72 and the flap portion 73 which are not orthogonal to each other, and the cross section is approximately hat-shaped. Further, as shown in Fig. 7B The rafter 8 can also be formed at an angle which is formed by bending the lip portion 821 formed at the front end of the upper flap 82 without being orthogonal to the upper flap 82 to bend the front end of the lower flap 83. The drill lip portion 831 is not formed at an angle of intersection with the upper corner of the upper blade 82. By having such a cross-sectional shape 'when transporting, it is possible to reduce the overall overlapping direction when a plurality of 椽7 or rafters 8 overlap each other. The result is that the space required for the transfer can be reduced, and the transfer efficiency can be improved. In the form, since the front side pillar 3 and the rear side pillar 4 are formed by the joint steel frame 9 penetrating the foundation G, it is not necessary to construct a concrete foundation in the ground or on the ground, and the construction period can be shortened, and since it is not necessary to dig for the concrete foundation The disk and the foundation G can reduce the influence on the surrounding ground environment. In addition, for the wind load acting on the solar power generation panel P, since the steel pipe pile 9 has the joint portion 9b', the steel pipe pile 9 and the foundation G are attached. Since the friction force can resist the blowing force of the wind load, it is not necessary to resist the weight of the concrete foundation, thereby reliably resisting the wind load, preventing the floating, etc. The steel pipe connector 1〇 fixes the front beam 5 and the rear beam 6 to the upper end pillars 3 and the upper end of the rear side support 4°P′, so that the fixing work can be easily performed. In other words, the steel official is connected. The device 10 is fixed to the front end portion (projecting end portion) of the fixing screw 104 of the front side pillar 3 and the rear side support 4, and the front beam 5 and the rear beam are fixed, so that the joint member is not prepared separately. The number of parts is reduced. 201217726 Further, the lower part and the rear side beam 6 are formed in a substantially z-shaped cross section, and the front side beam 5' is provided in the state T of the rear side beam 6 in which the wing portion 73 of the crucible 7 is placed. H Α 反 52, 62 will be flush with the upper wall portion 72 of the rubber 7. By improving the position of the reading 7 by the work efficiency I, the manpower of the material can be reduced, and at the same time, the part 73 (four) w and the 'breaking of the _7 are formed into The cap shape can be positioned in the state where the wing plate is placed on the stringer 8 so that it can be made into the step group.
作業叫。又，切出前方梁5及後梅之側壁部I =开 卩54、64^_物4、帽定橡7，切 心?側壁:71形成連結部74，於該連結部74固定檁條 要用以接合轉之接合構件等，可刪減零件 :數’進-步減低組裝作業之人力及成本。然後，將前方 ^或後方梁6、椽7搬送到現場後，折彎—邊wye 而形成連結部54、64、74，因而於前方梁5或後方梁6、椽7 ^搬送中’不會有連結部54、64、74突出，因此可提高搬 %效率。 [第2實施形態] &接著，根據第8圖〜第1()圖來說明本發明之第2實施形 態之太陽光發電裝置1A。 本實施形態之太陽光發電裝置丨八係與前述第丨實施形 態之面狀體支持架台2相比較，其相異點在於面狀體支持架 合2A不具有作為第1上部梁之前方梁5及後方梁6, 藉由架設 於前方側支柱3及後方側支柱4之椽7A來構成第丨上部梁，及 轉由架設於相鄰椽7A間之檁條8A、8B來構成第2上部梁。 進而言之，於本實施形態，與第1實施形態之相異點係 17 201217726 連=後方側支桎4之基端部與椽7A之斜材13，及太陽光 發電面紗之支持構造，其他構成則與第1實施形態約略相 同。以下針對相異點詳細說明。 椽7A係與前述第1實施形態相同，具有一對側壁部7 J、 上壁部72及一對翼板部73，斷面約略形成為帽形。然後， 椽7A係於該一對側壁部71間，插入前方側支柱3及後方側支 柱4之上端部，並且藉由固著具之單側螺栓（第2固著具)70， 接合椽7A與前方側支柱3及後方側支柱4之各上端部。亦 即，單側螺拴76貫穿一側壁部71，進而貫穿前方側支柱3或 後方側支柱4之上端部，並且螺合於另一侧壁部71。緊固該 單側螺栓76，分別接合橡7A與前方側支柱3及椽7A與後方 側支柱4而構成。又，於地基G上之後方側支柱4之基端部， 固定有連結器14，於該連結器14，以螺栓131固定有例如方 形鋼管之斜材13之下端部。又，斜材13之上端部係插入於 椽7A之一對側壁部71間，並且以貫穿其等之螺栓132固定於 椽7A。 如第9圖、第1〇圖所示’經由固定於檁條8A之角牽板15 固定有太陽光發電面板P。又，角牽板15係如第1〇圖所示， 於寬度方向（第1〇圖之紙面左右方向）空出間隔而配置。檁條 8A之下翼板83係藉由螺栓86而固定於椽7A之上壁部72，角 牽板15係藉由螺栓151而固定於檁條8之側壁部81。進而古 之’對於角牽板15，太陽光發電面板P係經由未圖示之框 材’並藉由螺栓152而固定。 若依據以上本實施形態，由於在檁條8A、8B固定有太 18 201217726 陽光發電面板p ’於椽7A未直定有太陽紐電面板p， 因此在寬度方向相鄰之椽7八彼此的間隔為自由大小，可獨 立於太陽光發電面板p之尺寸而適宜地設定前方側支柱3彼 此及後方側支柱4彼此之間隔。又，預先利用角牽板15及螺 栓152連結複數個太陽光發電面板p而予以模組化，吊起該 模組而固定於檁條8A、8B。若依據該構成，比起逐一吊起 各個太陽光發電面板p而裝設的情況，可更減輕裝設作業之 作業人力。 [第3實施形態] 接著，根據第11圖〜第13圖來說明本發明之第3實施形 態之太陽光發電裝置1B。 本實施形態之太陽光發電裝置1B之面狀體支持架台 2B係與前述第1、第2實施形態之面狀體支持架台2、2a相 比較，其第1上部梁之構造或第丨上部梁與第2上梁之連結構 造等相異，其他構成則與第1、第2實施形態約略相同。以 下針對相異點詳細說明。 如第11圖及第13圖所示，作為第1上部梁之椽7B係由一 對槽形鋼77所構成。於該等一對槽形鋼77之間，分別插入 前方側支柱3之上端部及後方側支桎4之上端部，並且藉由 固著具之鑽尾螺絲（第3固著具)78，分別接合槽形鋼77與前 方側支桎3之上端部及後方側支柱4之上端部。如此固定槽 形鋼77與前方側支柱3、及槽形鋼77與後方側支柱4之鑽尾 螺絲7 8之前端係設置位於鋼管樁9之封閉斷面内部。藉此保 4鑽尾螺絲78之前端，故可延遲鑽尾螺絲78之前端之生鏽 19 201217726 或腐蝕進展。然後，遍及在寬度方向相鄰之椽7B間，架設 作為複數個（4條）第2上部梁之檁條8C，於該等檁條8C之上 側固定有太陽光發電面板p。 又於椽7B，設置由槽形材所構成的拖架87。檁條sc 係由例如方形鋼管所構成，並載置於椽7B之上面。進而言 之’ δ玄等椽7B與檁條8C係經由拖架87而以複數個鑽尾螺絲 88相互接合。χ，太陽光發電面板p係經由複數個拖架89 而固疋於檁條8C。進而言之，如第12圖所示，於面狀體支 持架台2C，後方側支柱4之巾間部與椽以斜材μ連 結，並且後方側支柱4之中間部與從上算起第2叙 係以斜材17連結。進而言之，於最上層之檁條8C與最下層 檁條8C之間，在相鄰椽7Β間設有平面拉條18。The job is called. Further, the front side beam 5 and the rear side wall portion I are cut out, the opening 54, the object 4, and the cap fixing rubber 7, and the cut center portion 71 is formed with a connecting portion 74, and the bead is fixed to the connecting portion 74. By joining the joint members and the like, the parts can be deleted: the number of steps is reduced to reduce the labor and cost of the assembly work. Then, after the front or rear beams 6 and 7 are transported to the site, the connecting portions 54, 64, and 74 are formed by bending the side wye, so that the front beam 5 or the rear beam 6 and the 椽 7 ^ are not transported. Since the connecting portions 54, 64, and 74 are protruded, the efficiency of the moving can be improved. [Second Embodiment] Next, a solar power generation device 1A according to a second embodiment of the present invention will be described with reference to Figs. 8 to 1(). The solar power generation device of the present embodiment differs from the planar support frame 2 of the first embodiment in that the planar support frame 2A does not have the square beam 5 as the first upper beam. The rear beam 6 is formed by the truss 7A of the front side pillar 3 and the rear side pillar 4, and the second upper beam is formed by the girders 8A and 8B which are placed between the adjacent rafts 7A. Further, in the present embodiment, the difference from the first embodiment is 17 201217726 = the base end portion of the rear side support 4 and the oblique material 13 of the 椽 7A, and the supporting structure of the solar power generation veil, and the like. The configuration is roughly the same as that of the first embodiment. The following is a detailed description of the differences. Similarly to the first embodiment, the 椽7A has a pair of side wall portions 7 J, an upper wall portion 72, and a pair of wing portions 73, and has a hat-shaped cross section. Then, the crucible 7A is interposed between the pair of side wall portions 71, and is inserted into the upper end portions of the front side pillar 3 and the rear side pillar 4, and is joined to the crucible 7A by a one-side bolt (second fixture) 70 of the fixing device. The upper end portions of the front side pillar 3 and the rear side pillar 4 are provided. That is, the one-side screw 76 penetrates through the one side wall portion 71, and further penetrates the upper end portion of the front side stay 3 or the rear side stay 4, and is screwed to the other side wall portion 71. The one-side bolts 76 are fastened to engage the rubber 7A, the front side pillars 3, and the rear side pillars 4A and the rear side pillars 4, respectively. Further, a connector 14 is fixed to the base end portion of the square pillar 4 on the ground base G, and the lower end portion of the oblique material 13 of the square steel pipe is fixed to the connector 14 by bolts 131, for example. Further, the upper end portion of the oblique material 13 is inserted between the pair of side wall portions 71 of the crucible 7A, and is fixed to the crucible 7A with a bolt 132 penetrating therethrough. As shown in Fig. 9 and Fig. 1 'the solar power generation panel P is fixed via the corner plate 15 fixed to the stringer 8A. Moreover, as shown in FIG. 1 , the gussets 15 are arranged at intervals in the width direction (the left and right direction of the paper surface of the first drawing). The dam 8A lower blade 83 is fixed to the upper wall portion 72 of the cymbal 7A by bolts 86, and the yoke 15 is fixed to the side wall portion 81 of the rafter 8 by bolts 151. Further, in the case of the gusset plate 15, the solar power generation panel P is fixed by a frame ‘ (not shown) by a bolt 152. According to the above embodiment, since the solar power panel p' is not directly fixed to the solar power generation panel p' in the purlins 8A and 8B, the interval between the adjacent ones in the width direction is The free size is such that the distance between the front side pillars 3 and the rear side pillars 4 is appropriately set independently of the size of the solar power generation panel p. Further, a plurality of solar photovoltaic panels p are connected in advance by means of the gussets 15 and the bolts 152, and are modularized, and the modules are lifted and fixed to the beams 8A and 8B. According to this configuration, the workmanship of the installation work can be further reduced as compared with the case where the solar power generation panels p are hoisted one by one. [Third Embodiment] Next, a solar power generation device 1B according to a third embodiment of the present invention will be described with reference to Figs. 11 to 13 . The planar support frame 2B of the photovoltaic power generator 1B of the present embodiment is a first upper beam structure or a third upper beam as compared with the planar support frames 2 and 2a of the first and second embodiments. The connection structure of the second upper beam is different, and the other configuration is roughly the same as that of the first and second embodiments. The following is a detailed description of the differences. As shown in Figs. 11 and 13, the 椽 7B as the first upper beam is composed of a pair of channel steels 77. Between the pair of channel-shaped steels 77, the upper end portion of the front side pillar 3 and the upper end portion of the rear side support 4 are respectively inserted, and by a screw (3rd fixture) 78 of the fixing device, The upper end portion of the channel steel 77 and the front side support 3 and the upper end portion of the rear side stay 4 are joined, respectively. The front end of the fixed-section steel 77 and the front side stay 3, and the channel-shaped steel 77 and the rear side stay 4 are disposed inside the closed section of the steel pipe pile 9. By protecting the front end of the tail screw 78, the rust at the front end of the self-drilling screw 78 can be delayed. 19 201217726 or the corrosion progresses. Then, a rafter 8C as a plurality of (four) second upper beams is placed between the ridges 7B adjacent to each other in the width direction, and a solar power generation panel p is fixed on the upper side of the rafters 8C. Further, in the 椽 7B, a carriage 87 composed of a trough material is provided. The purlin sc is composed of, for example, a square steel tube and placed on top of the crucible 7B. Further, the δ 玄 椽 椽 7B and the rafter 8C are joined to each other by a plurality of drill-spinning screws 88 via the carriage 87. In other words, the solar power generation panel p is fixed to the stringer 8C via a plurality of trailers 89. Further, as shown in Fig. 12, in the planar body support stand 2C, the inter-garment portion of the rear side stay 4 is connected to the cymbal by the oblique material μ, and the intermediate portion of the rear side stay 4 is the second from the top. The narrative is connected by a slanting material 17. Further, between the uppermost rafter 8C and the lowermost rafter 8C, a flat brace 18 is provided between the adjacent 椽7Β.
目的之其他構成等，如 她形態，包含可達 如以下所示之變形等亦包Other composition of the purpose, such as her form, including reachability, such as the deformation shown below
vj' 4 ^r j ΓΓ 一 ^於支持適宜面狀體之 再者，本發明不只 成本發明之目的之其他 含於本發明。 例如於前述山 ·· 作為太陽光發電 之支持用架台， 不限於支持太 體之用途。在Further, the invention is not limited to the object of the invention, and the invention is not limited to the object of the invention. For example, in the above-mentioned mountains, the support stand for solar power generation is not limited to the use of supporting the body. in
陽光發電面板P 20 201217726 ;:=Γ如太陽光溫水面板或太陽光反射面板均 觀測用之^或面狀體不限於利用鴻光之物，其為氣象 定面狀體之槿3天線、其他商制途之招料，未特別限 疋面狀體之構造或功能、用途。 又，於前述實施形態，令 出而立設，於前後方‘以— 鋼官樁9從地基战 柱3及後方㈣ 〇 對附節鋼管樁9構成前方側支 但不限於此。亦即，亦可藉由並排設 =刖後方向之3條以上之附節鋼管樁9來構成支柱。進而 又^限純節鋼管樁9，心節姆樁來構成亦可。 又，鋼管樁9不限於上述形# 於平坦㈣之表面積之構成亦可狀例如郎部％之表面積大 义又’於前述第卜第2實施形態，利用斷面約略Z字形之 刖方梁5及後方梁6、斷面約 字形之獅、8A，但該等之斷面約略2 用具有任輯面形狀之構件。進=^_财，可利 進而&之，各槿件姑，接 合機構不限於單側，可_ ή 構件彼此之接 焊接等適宜的接合機構。1__或鑽尾螺絲、 此外，用以實施本發明之最佳構成、方法等传於以上 記載中揭示’但本發明不只是岐於此。亦即，本發明主 要針對特定實施形態特別予以圖示且說明，但同章者得不 脫離本發明之技娜料及目的之朗，讀 因 =形態，就雜、^數^構成加入各種 此，限定上述所揭示的形狀、材質等之記載，係為 21 201217726 了容易理解本發明而予以例示性地記載，故本發明不限定 於上述名稱。 【圖式簡單說明】 第1圖係表示本發明之第1實施型態之太陽光發電裝置 之斷面圖。 第2圖係從背面側觀看同太陽光發電裝置之斷面圖。 第3A圖係表示同太陽光發電裝置之支持架台之一部分 之側面圖。 第3B圖係表示同太陽光發電裝置之支持架台之一部分 之側面圖及斷面圖。 第4A圖係表示同支持架台之其他一部分之側面圖。 第4B圖係表示同支持架台之其他一部分之側面圖。 第5A圖係表示同支持架台之組裝程序之側面圖。 第5B圖係表示同支持架台之組裝程序之側面圖。 第5C圖係表示同支持架台之支柱與第1上部梁之固定 之側面圖。 第6圖係表示同支持架台之變形例之側面圖。 第7 A圖係表示用於同支持架台之構件之變形例之斷面 圖。 第7B圖係表示用於同支持架台之構件之變形例之斷面 圖。 第8圖係表示本發明之第2實施型態之太陽光發電裝置 之斷面圖。 第9圖係表示同太陽光發電裝置之一部分之側面圖。 第10圖係從前面側觀看同太陽光發電裝置之一部分之 22 201217726 斷面圖。 第11圖係表示本發明之第3實施型態之太陽光發電裝 置之斷面圖。 第12圖係同太陽光發電裝置之俯視圖。 第13圖係表示同太陽光發電裝置之面狀體支持架台之 立體圖。 【主要元件符號說明 卜ΙΑ、1B."太陽光發電裝置 2、2A、2B...面狀體支持架台 3.. .前方側支柱 4.. .後方側支柱 5.. .前方梁 6.. .後方梁 7、 7A、7B_._椽 8、 8A、8B、8C."檁條 9.. .附節鋼管樁 9a...平端面、平坦面 9b...節部 10、 12...鋼管連結器 11、 13、16、17…斜材 14.. .連結器 15.. .角牽板 18.. .平面拉條 31、41...螺栓插通孔 51、 61、71、81.··側壁部 52、 62、82...上翼板 53、 63、83...下翼板 54、 64、74...連結部 72.. .上壁部 73.. .翼板部 75、85、86、11 卜 131 ' 132 ' 151、152...螺栓 76.. .單側螺栓 77.. .槽形鋼 78、88...鑽尾螺絲 87.. .拖架 89.. .拖架 101.. .固定用螺栓插通孔 102.. .臨時固定用螺絲插通孔 103.. .臨時固定用螺絲 104.. .固定用螺栓 104a...前端部 105.. .螺帽 106.. .螺帽 54卜641、741...螺栓孔 23 201217726 542、642、742...— 邊 G. 821、831...鑽唇部 P. •地基 .太陽光發電面板 24Solar power panel P 20 201217726 ;:= For example, the solar water warm water panel or the solar light reflecting panel is used for observation or the surface body is not limited to the use of Hongguang, which is the 槿3 antenna of the meteorological fixed surface. Other commercial routes are not specifically limited to the structure, function or use of the surface. Further, in the above-described embodiment, it is erected to form the front side branch of the steel pipe pile 9 from the foundation pillar 3 and the rear (four) 以 in the front and rear. In other words, the pillars can be formed by arranging three or more steel pipe piles 9 in the rear direction. Furthermore, it is also possible to form a pure steel pipe pile 9 and a heart section. Further, the steel pipe pile 9 is not limited to the above-described configuration of the surface area of the flat (four), and may be, for example, a surface area of the lang portion %, and in the second embodiment, the square beam 5 having a substantially zigzag shape and a cross section is used. The rear beam 6, the cross-shaped lion, 8A, but these sections are approximately 2 members with any shape. In addition to the ^^_财, 可利和,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1__ or a self-drilling screw, and the best configuration, method, and the like for carrying out the invention are disclosed in the above description, but the present invention is not limited thereto. That is, the present invention is mainly illustrated and described with respect to specific embodiments, but the same chapters do not deviate from the skill and purpose of the present invention, and the reading factor = form, the addition of various components, The description of the shapes, materials, and the like disclosed above is exemplarily described in the Japanese Patent Application No. 21 201217726, and the present invention is not limited to the above-mentioned names. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view showing a solar power generation apparatus according to a first embodiment of the present invention. Fig. 2 is a cross-sectional view of the photovoltaic power generator viewed from the back side. Fig. 3A is a side view showing a part of a support stand of the photovoltaic power generator. Fig. 3B is a side view and a cross-sectional view showing a part of the support stand of the photovoltaic power generator. Figure 4A is a side view showing the other part of the support stand. Figure 4B is a side view showing the other part of the support stand. Figure 5A is a side view showing the assembly procedure with the support stand. Figure 5B is a side view showing the assembly procedure with the support stand. Fig. 5C is a side view showing the fixing of the support post and the first upper beam. Fig. 6 is a side view showing a modification of the support stand. Fig. 7A is a cross-sectional view showing a modification of the member for the same support frame. Fig. 7B is a cross-sectional view showing a modification of the member for the same support frame. Figure 8 is a cross-sectional view showing a solar power generation apparatus according to a second embodiment of the present invention. Fig. 9 is a side view showing a part of the photovoltaic power generator. Figure 10 is a cross-sectional view of the portion of the photovoltaic power generation unit 22 201217726 viewed from the front side. Figure 11 is a cross-sectional view showing a solar power generation apparatus according to a third embodiment of the present invention. Fig. 12 is a plan view of the photovoltaic power generation device. Fig. 13 is a perspective view showing a support frame for a surface of a photovoltaic power generator. [Main component symbol description Bu Yi, 1B." Solar power generation device 2, 2A, 2B... Face support frame 3. Front side pillar 4. Rear side pillar 5. Front beam 6 .. . Rear beam 7, 7A, 7B_._椽8, 8A, 8B, 8C."檩9.. Attachment steel pipe pile 9a... Flat end face, flat face 9b... Section 10, 12 ... steel pipe connector 11, 13, 16, 17... oblique material 14.. connector 15.. angle bracket 18.. planar bar 31, 41... bolt insertion hole 51, 61, 71, 81.··side wall portions 52, 62, 82... upper wing plates 53, 63, 83... lower wing plates 54, 64, 74... joint portion 72.. upper wall portion 73.. Wing plate parts 75, 85, 86, 11 Bra 131 ' 132 ' 151, 152... Bolt 76.. Single side bolt 77.. Channel steel 78, 88... Drilling screw 87.. Trailer 89.. Trailer 101.. Fixing bolt insertion hole 102.. Temporary fixing screw insertion hole 103.. Temporary fixing screw 104.. Fixing bolt 104a...Front end 105.. . Nuts 106.. Nuts 54 641, 741... Bolt holes 23 201217726 542, 642, 742... - Side G. 821, 831... Drill lip P. • Foundation. Solar power panel 24