JP2014212177A - Installation device of solar battery array - Google Patents

Installation device of solar battery array Download PDF

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JP2014212177A
JP2014212177A JP2013086971A JP2013086971A JP2014212177A JP 2014212177 A JP2014212177 A JP 2014212177A JP 2013086971 A JP2013086971 A JP 2013086971A JP 2013086971 A JP2013086971 A JP 2013086971A JP 2014212177 A JP2014212177 A JP 2014212177A
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frame
solar cell
cell array
vertical
long leg
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広瀬 宣雄
Yoshio Hirose
宣雄 広瀬
加藤 文雄
Fumio Kato
文雄 加藤
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Sunrail Co Ltd
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Sunrail Co Ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24SSOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/10Arrangement of stationary mountings or supports for solar heat collector modules extending in directions away from a supporting surface
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24SSOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/60Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
    • F24S25/65Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for coupling adjacent supporting elements, e.g. for connecting profiles together
    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/10Photovoltaic [PV]
    • 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
    • Y02E10/40Solar thermal energy, e.g. solar towers
    • Y02E10/47Mountings or tracking

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Thermal Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Photovoltaic Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an installation device of a solar battery array, light in whole weight, capable of securing sufficient support strength and wind pressure resisting strength even in a place which is apt to be exposed to strong wind and preventing deflection deformation of a rack frame without the need for an intermediate support even if the size along an inclination direction of the solar battery array becomes large, and facilitating installation thereof.SOLUTION: An installation device of a solar battery array comprises: a rack frame 1 made by connecting muntins 11 and cross bars 12 consisting of hollow aluminum members, in a lattice-like form; a solar battery array 10; a plurality of short leg supports 2A at a front part side; and a plurality of long leg supports 2B at a rear part side. A reinforcement member 3 consisting of the hollow aluminum member is fixed to between support positions by the short leg support 2A and the long leg support 2B of the rack frame 1 along a lower surface side toward the anterior part of each muntins 11 along the front-back direction, and a brace 4 is disposed between the position backward than the back edge of the reinforcement member 3 on each muntins 11 and the lower part of each long leg supports 2B.

Description

本発明は、特にメガソーラー等の大規模太陽光発電施設として、平地及び傾斜地を含む地上ならびにビル屋上の如き陸屋根に設置する太陽電池アレイの据付装置に関する。   The present invention relates to a solar cell array installation apparatus that is installed on a flat roof, such as a flat roof and an inclined land, and a flat roof such as a building roof, particularly as a large-scale photovoltaic power generation facility such as a mega solar.

近年、環境保護、省資源、CO2 削減等の観点から、平地及び傾斜地を含む地上やビル屋上の如き陸屋根に、多数基の太陽電池アレイを並設したメガソーラー等の大規模太陽光発電施設が普及しつつある。しかるに、一般的に太陽電池アレイは、複数枚の太陽電池モジュールを平面的に並べた短辺数m、長辺数m〜数十mといった大型のパネル形態で重い上、受光効率面より所定の傾斜角度で配置することで風圧を受け易いため、その据付け部には大きな支持強度及び耐風圧強度が必要であり、また全体としての軽量化、据付施工の容易化、コスト削減等も要求される。 In recent years, from the viewpoints of environmental protection, resource saving, CO 2 reduction, etc., large-scale photovoltaic power generation facilities such as mega-solar power generation systems, where a large number of solar cell arrays are arranged side by side on a flat roof such as the ground or a building roof, including flat and sloping land Is spreading. However, in general, the solar cell array is heavy in the form of a large panel having a short side number of m and a long side number of m to several tens of meters in which a plurality of solar cell modules are arranged in a plane, and is more predetermined than the light receiving efficiency surface. Because it is easy to receive wind pressure by placing it at an inclination angle, the installation part needs to have a large support strength and wind pressure strength, and it is also required to reduce the overall weight, facilitate installation work, reduce costs, etc. .

従来、このような太陽電池アレイを地上や陸屋根に据付けする手段として、コンクリート製の杭や土台をベースとして型鋼材等による架台を構築し、この架台上に太陽電池アレイを設置する方式が多用されている。そして、該架台としては、複数の支柱を太陽電池アレイの長手方向(左右方向)に沿って間隔をあけて突設し、各支柱の上端部を太陽電池アレイを支承する架台フレームの短辺方向(前後傾斜方向)に沿う縦桟の中間位置に接続すると共に、各支柱の胴部と各縦桟の前部側又は前後両側部との間に傾斜アームを連結した構造(特許文献1)や、太陽電池アレイの架台フレームを前後及び左右に配列した支柱で支承すると共に、前後及び左右に隣接する支柱間に斜めや水平の補強桟を連結した構造(特許文献2)が代表的である。   Conventionally, as a means for installing such a solar cell array on the ground or on a flat roof, a method of constructing a frame made of a steel plate or the like based on a concrete pile or base and installing the solar cell array on the frame is often used. ing. As the gantry, a plurality of support columns are projected along the longitudinal direction (left-right direction) of the solar cell array at intervals, and the upper end portion of each support column is in the short side direction of the gantry frame that supports the solar cell array. A structure (Patent Document 1) in which an inclined arm is connected between the middle portion of each column and the front side of each vertical beam or both front and rear sides thereof, while being connected to an intermediate position of the vertical beam along the (front-rear inclination direction) A structure in which the frame of the solar cell array is supported by pillars arranged in the front-rear and left-right directions, and diagonal and horizontal reinforcing bars are connected between the pillars adjacent in the front-rear and left-right directions (Patent Document 2) is representative.

特開2011−220096号公報(図1,図42,図43)Japanese Patent Laying-Open No. 2011-220096 (FIGS. 1, 42, and 43) 実用新案登録第3171824号公報(図1)Utility Model Registration No. 3171824 (FIG. 1)

上記前者のように各支柱の上端部を架台フレームの縦桟の中間位置に接続する構造では、太陽電池アレイの短辺方向について一本の支柱で支える形になるため、耐荷重面より支柱を非常に太くする必要がある上、地形等から強風に晒され易い場所では風圧に対して充分な支持強度及び耐風圧強度を確保することが困難であり、据付場所の制約が大きいという難点があった。また、上記後者の架台フレームを前後及び左右に配列した支柱で支承する構造では、太陽電池アレイの矩形単位の重量負荷が前後左右の四本の支柱に分散されると共に、支柱間が補強桟で繋がれることで架台構体としての強度も大きくなるが、全体重量を軽減する目的で架台フレームを含めた構造材に中空アルミ材を用いた場合、型鋼材に比較して強度的に劣ることから、特に支柱として剛性を確保するために太いものを必要とし、それだけ材料コストが増大すると共に、四本の支柱で支承する太陽電池アレイの矩形単位のサイズが大きくなると、該矩形単位の中央側で架台フレームが撓み変形し易く、太陽光発電パネルの損傷や発電効率低下に繋がる懸念があった。更に、架台フレームが傾斜する前後方向に長い形態である場合、その前後方向の中間位置でも中間支柱によって荷重を支えることが望ましいが、該中間支柱を架台フレームの傾斜に合う適正高さに立設して、その上端を架台フレームに連結するための施工作業に多大な労力及び時間を費やし、施工コストが嵩むことになる。   In the structure where the upper end of each column is connected to the middle position of the vertical frame of the mount frame as in the former case, the column is supported by a single column in the short side direction of the solar cell array. In addition to being very thick, it is difficult to ensure sufficient support strength and wind pressure resistance against wind pressure in locations that are easily exposed to strong winds from topography, etc. It was. Further, in the structure in which the latter frame is supported by the columns arranged in the front and rear and left and right, the weight load of the rectangular unit of the solar cell array is distributed to the four columns of the front and rear and the left and right, and the reinforcing bars are provided between the columns. By connecting, the strength as a gantry structure also increases, but when using a hollow aluminum material for the structural material including the gantry frame for the purpose of reducing the overall weight, it is inferior in strength compared to the type steel material, In particular, a thick column is required to secure rigidity, and the material cost increases accordingly. When the size of the rectangular unit of the solar cell array supported by the four columns is increased, the frame is placed at the center of the rectangular unit. There is a concern that the frame is easily bent and deformed, leading to damage to the photovoltaic power generation panel and reduction in power generation efficiency. Furthermore, when the frame is long in the front-rear direction where the gantry frame is inclined, it is desirable to support the load by the intermediate column even at the intermediate position in the anteroposterior direction. However, the intermediate column is erected at an appropriate height that matches the inclination of the frame. Thus, a great deal of labor and time is spent on the construction work for connecting the upper end to the gantry frame, and the construction cost increases.

本発明は、上述の事情に鑑みて、太陽電池アレイの据付装置として、架台フレームの構造材に中空アルミ材を用いて全体重量を軽減した構成において、強風に晒され易い場所でも充分な支持強度及び耐風圧強度を確保できる上、太陽電池アレイの矩形単位のサイズ、特に傾斜方向に沿うサイズが大きくなっても、中間支柱を要さずに架台フレームの撓み変形を防止でき、もって施工が非常に容易なものを提供することを目的としている。   In view of the above-mentioned circumstances, the present invention provides a sufficient support strength even in a place that is easily exposed to strong winds in a configuration in which the overall weight is reduced by using a hollow aluminum material for the structural material of the gantry frame as a solar cell array installation device. In addition to ensuring wind resistance and wind resistance, even if the size of the rectangular array of the solar cell array, especially the size along the tilt direction, increases, it is possible to prevent bending of the gantry frame without requiring intermediate struts. The purpose is to provide something easy.

上記目的を達成するための手段を図面の参照符号を付して示せば、請求項1の発明に係る太陽電池アレイの据付装置は、複数本の中空アルミ材からなる縦桟11及び横桟12を格子状に結合した架台フレーム1と、該架台フレーム1に支承される太陽電池アレイ10と、該架台フレーム1の前部側を支持する複数本の短脚支柱2Aと、該架台フレームの後部側を支持する複数本の長脚支柱2Bとを備え、縦桟11が前後方向に沿って傾斜配置し、架台フレーム1の短脚支柱2Aと長脚支柱2Bによる支持位置間において、各縦桟11の少なくとも前部寄りの下面側に沿って中空アルミ材からなる補強材3が止着されると共に、各縦桟11における補強材3の後端よりも後部位置と各長脚支柱2Bの下部との間にブレース4が架設されてなる構成としている。   If means for achieving the above object is shown with reference numerals in the drawings, the solar cell array installation apparatus according to the invention of claim 1 is a vertical beam 11 and a horizontal beam 12 made of a plurality of hollow aluminum materials. Frame frame 1, a solar cell array 10 supported by the frame 1, a plurality of short leg columns 2 A supporting the front side of the frame 1, and a rear part of the frame A plurality of long leg columns 2B supporting the side, and the vertical beam 11 is disposed in an inclined manner along the front-rear direction, and each vertical beam between the support positions of the short leg column 2A and the long leg column 2B of the gantry frame 1 is provided. A reinforcing member 3 made of a hollow aluminum material is fastened along the lower surface side of at least the front portion of 11 and the rear position of the reinforcing member 3 in each vertical rail 11 and the lower part of each long leg column 2B. With brace 4 installed between It is set to.

請求項2の発明は、上記請求項1の太陽電池アレイの据付装置において、補強材3は、角筒部31の上面側に、縦断面上向き開放コ字形の抱持枠部32が全長に亘って一体形成されると共に、短脚支柱2Aと長脚支柱2Bによる支持位置間における縦桟11の過半部に亘る長さを有し、抱持枠部32によって該縦桟11を下側から抱持してねじ止めされてなる構成としている。   According to a second aspect of the present invention, in the solar cell array installation apparatus according to the first aspect, the reinforcing member 3 has a holding frame portion 32 having an open U-shaped holding section 32 extending upward in the longitudinal section on the upper surface side of the rectangular tube portion 31. And has a length over the majority of the vertical beam 11 between the positions supported by the short leg column 2A and the long leg column 2B. The holding frame unit 32 holds the vertical beam 11 from the lower side. It is configured to be held and screwed.

請求項3の発明は、上記請求項2の太陽電池アレイの据付装置において、縦桟11は角筒状で両側面に長手方向に沿う係止溝部11aを備え、これら両側面の係止溝部11aに補強材3の抱持枠部32の両側の上縁係止部33が係合してなる構成としている。   According to a third aspect of the present invention, in the solar cell array installation apparatus according to the second aspect, the vertical beam 11 has a rectangular tube shape and is provided with locking groove portions 11a along the longitudinal direction on both side surfaces, and the locking groove portions 11a on both side surfaces. The upper edge locking portions 33 on both sides of the holding frame portion 32 of the reinforcing member 3 are engaged with each other.

請求項4の発明は、上記請求項1〜3のいずれかの太陽電池アレイの据付装置において、太陽電池アレイ10を構成する太陽光発電パネルP,P同士の側縁間の要所にパネル押さえ部材51が介在し、該パネル押さえ部材51と縦桟11とに貫通させたパネル取付ボルト52にナット53を螺合緊締することにより、太陽電池アレイ10が架台フレーム1に取り付けられてなる構成としている。   According to a fourth aspect of the present invention, in the solar cell array installation apparatus according to any one of the first to third aspects, the panel pressing member is provided at a key point between the side edges of the photovoltaic power generation panels P and P constituting the solar cell array 10. The member 51 is interposed, and the solar cell array 10 is attached to the gantry frame 1 by screwing and tightening a nut 53 to a panel mounting bolt 52 that is passed through the panel pressing member 51 and the vertical beam 11. Yes.

請求項5の発明は、上記請求項4の太陽電池アレイの据付装置において、縦桟11は角筒状で下面中央に長手方向に沿う中央溝部11bを備え、該中央溝部11bの両側開口縁に内向きの突起11cが形され、該縦桟11に下方から貫通させたパネル取付ボルト52のボルト頭部52aを該中央溝部11bに圧嵌することにより、該パネル取付ボルト52が回転不能で且つ前記突起11cによって抜落不能に保持されるように構成されてなるものとしている。   According to a fifth aspect of the present invention, in the solar cell array installation apparatus according to the fourth aspect, the vertical beam 11 has a rectangular tube shape and includes a central groove portion 11b extending in the longitudinal direction at the center of the lower surface. An inward projection 11c is formed, and a bolt head 52a of a panel mounting bolt 52 penetrating the vertical rail 11 from below is press-fitted into the central groove 11b, whereby the panel mounting bolt 52 cannot rotate and The protrusion 11c is configured to be held so as not to drop out.

請求項6の発明は、上記請求項1〜5のいずれかの太陽電池アレイの据付装置において、左右に対をなす短脚支柱2A,2A及び長脚支柱2B,2Bに対し、縦桟11が左右方向の中央側に配置することにより、ブレース4が前後及び左右の両方向に対して傾斜してなる構成としている。   The invention of claim 6 is the solar cell array installation apparatus according to any one of claims 1 to 5, wherein the vertical beam 11 is provided to the short leg struts 2A and 2A and the long leg struts 2B and 2B which make a pair on the left and right. By arranging it at the center side in the left-right direction, the brace 4 is inclined with respect to both the front-rear and left-right directions.

次に、本発明の効果について図面の参照符号を付して説明する。まず、請求項1の発明に係る太陽電池アレイの据付装置では、複数本の中空アルミ材からなる縦桟11及び横桟12が格子状に連結された架台フレーム1とこれに支承される太陽電池アレイ10は、前部側の複数本の短脚支柱2Aと後部側の複数本の長脚支柱2Bとで支持されるが、該架台フレーム1の傾斜方向に沿う各縦桟11の少なくとも前部寄りの下面側に沿って、中空アルミ材からなる補強材3が止着されているから、該縦桟11における補強材3の止着部分に大きな剛性が付与される。また、該縦桟11における補強材3の後端よりも後部位置と各長脚支柱2Bの下部との間にブレース4が架設されているから、架台フレーム1の支持位置が高い後部側が架台構体として非常に高強度になり、且つ各ブレース3に加わる荷重の負荷が長脚支柱2Bの根元側で受け止められ、該負荷が長脚支柱2Bに対する曲げ力として作用しにくいため、該長脚支柱2Bが細くとも充分な耐久性が得られる。従って、強風に晒され易い場所でも大きな支持強度及び耐風圧強度を確保でき、据付け場所の制約が少ない上、特に架台フレーム1が傾斜方向のサイズが大きい形態であっても、その傾斜方向の中間部での撓み変形を確実に防止できる一方、該中間部に支柱を設ける場合に比較して、据付施工が非常に容易になり、施工コストも低減される。   Next, effects of the present invention will be described with reference numerals in the drawings. First, in the solar cell array installation apparatus according to the first aspect of the present invention, a frame 1 in which a vertical beam 11 and a horizontal beam 12 made of a plurality of hollow aluminum members are connected in a lattice shape, and a solar cell supported by the frame. The array 10 is supported by a plurality of short leg struts 2A on the front side and a plurality of long leg struts 2B on the rear side, and at least the front part of each vertical rail 11 along the inclination direction of the gantry frame 1 Since the reinforcing material 3 made of a hollow aluminum material is fixed along the lower surface side of the side, great rigidity is given to the fixing portion of the reinforcing material 3 in the vertical beam 11. Further, since the brace 4 is installed between the rear position of the vertical beam 11 from the rear end of the reinforcing member 3 and the lower portion of each long leg support 2B, the rear side where the support position of the gantry frame 1 is high is the gantry structure. Since the load of the load applied to each brace 3 is received at the base side of the long leg support 2B and the load does not easily act as a bending force on the long leg support 2B, the long leg support 2B Even if it is thin, sufficient durability can be obtained. Therefore, it is possible to secure a large support strength and wind pressure resistance even in a place that is easily exposed to strong winds, and there are few restrictions on the installation location, and in particular, even if the gantry frame 1 has a large size in the tilt direction, it is intermediate in the tilt direction. The bending deformation at the part can be surely prevented, while the installation work becomes very easy and the construction cost is reduced as compared with the case where the column is provided at the intermediate part.

請求項2の発明によれば、補強材3が短脚支柱2Aと長脚支柱2Bによる支持位置間における縦桟11の過半部に亘る長さを有するから、該縦桟11の剛性がより大きく確保される。また、該補強材3は、角筒部31の上面側に縦断面上向き開放コ字形の抱持枠部32を設けた形態であるため、該縦桟11に対して抱持枠部32を下側から抱持させてねじ止めすることで容易に止着できる上、その抱持部分で該縦桟11に一体化するために強度がより高まるという利点がある。   According to the invention of claim 2, since the reinforcing member 3 has a length over the majority of the vertical beam 11 between the positions supported by the short leg column 2A and the long leg column 2B, the rigidity of the vertical beam 11 is larger. Secured. Further, the reinforcing member 3 has a configuration in which a holding frame portion 32 having an open U-shaped vertical section upward is provided on the upper surface side of the rectangular tube portion 31, so that the holding frame portion 32 is lowered with respect to the vertical rail 11. It can be easily fixed by being held from the side and screwed, and has the advantage that the strength is further increased because the holding portion is integrated with the vertical beam 11.

請求項3の発明によれば、角筒状の縦桟11の両側面に設けた係止溝部11aに、補強材3の嵌合枠部32の両側の上縁係止部33を係合する構造であるから、該縦桟11に対して一端側からスライド嵌合できると共に、その嵌合状態で該縦桟11から抜落不能であるため、該縦桟11にビス止め等で止着する作業が非常に容易になる。   According to the invention of claim 3, the upper edge locking portions 33 on both sides of the fitting frame portion 32 of the reinforcing material 3 are engaged with the locking groove portions 11 a provided on both side surfaces of the rectangular tube-shaped vertical rail 11. Since it has a structure, it can be slid and fitted to the vertical beam 11 from one end side and cannot be removed from the vertical beam 11 in the fitted state. Work becomes very easy.

請求項4の発明によれば、太陽電池アレイ10の太陽光発電パネルP,P同士の側縁間に介在するパネル押さえ部材51と縦桟11とにパネル取付ボルト52を貫通させ、該パネル取付ボルト52にナット53を螺合緊締することにより、太陽電池アレイ10を架台フレーム1に容易に且つ確実に取り付けることができる。   According to the invention of claim 4, the panel mounting bolt 52 is passed through the panel pressing member 51 and the vertical beam 11 interposed between the side edges of the photovoltaic power generation panels P, P of the solar cell array 10, and the panel mounting The solar battery array 10 can be easily and reliably attached to the gantry frame 1 by screwing and tightening the nuts 53 to the bolts 52.

請求項5の発明によれば、角筒状の縦桟11の下面の中央溝部11bに、該縦桟11に下方から貫通させたパネル取付ボルト52のボルト頭部52aを圧嵌することにより、該パネル取付ボルト52が回転不能で且つ抜落不能に保持されるから、太陽電池アレイ10を架台フレーム1に取り付ける際、予め架台フレーム1側の要所に該パネル取付ボルト52を保持させておくことにより、作業能率を大幅に高めることができる。   According to the invention of claim 5, by fitting the bolt head 52 a of the panel mounting bolt 52 penetrating from below into the vertical groove 11 into the central groove 11 b on the lower surface of the rectangular tube-shaped vertical beam 11, Since the panel mounting bolts 52 are held in a non-rotatable and non-droppable state, when the solar cell array 10 is mounted on the gantry frame 1, the panel mounting bolts 52 are held in advance on the base frame 1 side. As a result, work efficiency can be significantly increased.

請求項6の発明によれば、ブレース4が前後及び左右の両方向に対して傾斜しているから、架台フレーム1、長脚支柱2B、ブレース4よりなる架台構体がトラス構造を形成して非常に高強度になる。   According to the invention of claim 6, since the brace 4 is inclined with respect to both the front and rear and the left and right directions, the gantry structure comprising the gantry frame 1, the long leg support 2B, and the brace 4 forms a truss structure. High strength.

本発明の一実施形態に係る太陽電池アレイの据付装置の側面図である。It is a side view of the installation apparatus of the solar cell array which concerns on one Embodiment of this invention. 同据付装置の要部の背面図である。It is a rear view of the principal part of the installation apparatus. 図1のX−X線の断面矢視図である。It is a cross-sectional arrow view of the XX line of FIG. (a)は図1のY−Y線の断面図、(b)は(a)の仮想線円C内の拡大図である。(A) is sectional drawing of the YY line | wire of FIG. 1, (b) is an enlarged view in the virtual line circle C of (a). 同据付装置の架台フレームの後部側における長脚支柱との結合部を示し、(a)は縦断側面図、(b)は(a)の仮想線円D内の拡大図である。The coupling | bond part with the long leg support | pillar in the rear part side of the mount frame of the same installation apparatus is shown, (a) is a vertical side view, (b) is an enlarged view in the virtual line circle D of (a). 同据付装置の架台フレームにおけるブレースの上端側の結合部を示す縦断側面図である。It is a vertical side view which shows the connection part of the upper end side of the brace in the mount frame of the same installation apparatus. 同据付装置の架台フレームにおけるブレース取付桟の枢着部を示す側面図である。It is a side view which shows the pivoting part of the brace attachment bar in the mount frame of the installation apparatus. 同据付装置におけるブレースの下端側と長脚支柱の根元側との結合部を示す縦断側面図である。It is a vertical side view which shows the coupling | bond part of the lower end side of the brace and the base side of a long leg support | pillar in the installation apparatus. 同据付装置におけるブレースの上端側とブレース取付桟との結合構造を示す展開斜視図である。It is an expansion | deployment perspective view which shows the coupling | bonding structure of the upper end side of a brace and the brace attachment bar in the installation apparatus.

以下に、本発明に係る太陽電池アレイの据付装置の実施形態について、図面を参照して具体的に説明する。   Hereinafter, embodiments of a solar cell array installation apparatus according to the present invention will be specifically described with reference to the drawings.

図1及び図2に示す太陽電池アレイの据付装置は、左右方向に長い太陽光発電パネルPが前後4枚ずつ、左右方向に複数列で平面的に配置した太陽電池アレイ10を据付け対象としている。この太陽電池アレイ10は、前後に並ぶ4枚の太陽光発電パネルPよりなる矩形単位Uで左右一対の縦桟11、11と、左右方向に連続する前後2本の横桟12,12とからなる架台フレーム1上に支承されている。そして、該架台フレーム1は、太陽電池アレイ10の矩形単位U毎に、それぞれ連結金具21を介して、前部側の左右2本の短脚支柱2A,2Aと、後部側の左右2本の長脚支柱2B,2Bとにより、前方に低く傾斜した状態で支持されている。なお、架台フレーム1の縦桟11及び横桟12と支柱2A,2Bは、いずれも角筒状の中空アルミ型材からなる。また、支柱2A,2Bの各々に対応して地盤Gに埋設したコンクリート製の土台Bが埋設されており、支柱2A,2Bは各土台Bの頂部に植設されたアンカーパイプ22に下部を外嵌してボルト止めされている。   The solar cell array installation apparatus shown in FIG. 1 and FIG. 2 has a solar cell array 10 in which four solar power generation panels P that are long in the left-right direction are arranged in a plurality of rows in the left-right direction as a plane. . This solar cell array 10 is composed of a pair of left and right vertical bars 11 and 11 and two front and rear horizontal bars 12 and 12 that are continuous in the left and right direction in a rectangular unit U composed of four photovoltaic power generation panels P arranged in the front and rear. Is supported on a frame 1. Then, the gantry frame 1 is provided for each rectangular unit U of the solar cell array 10 with two right and left short leg posts 2A and 2A on the front side and two left and right side legs on the rear side via a connecting fitting 21, respectively. The long leg support 2B, 2B is supported in a state of being inclined forward and low. Note that each of the vertical beam 11 and the horizontal beam 12 and the columns 2A and 2B of the gantry frame 1 is formed of a hollow aluminum mold having a rectangular tube shape. In addition, a concrete base B embedded in the ground G corresponding to each of the pillars 2A and 2B is embedded, and the pillars 2A and 2B are attached to the anchor pipe 22 planted on the top of each foundation B. It is fitted and bolted.

架台フレーム1の各縦桟11と各横桟12とは、相互の交叉位置で結合金具6を介して格子状に結合されている。その各縦桟11は、太陽電池アレイ10の直下に配置し、前部寄りの下面側に沿って中空アルミ材からなる補強材3が止着されている。この補強材3は、短脚支柱2Aと長脚支柱2Bによる支持位置間における該縦桟11の過半部に亘る長さを有している。また、前後に対向する短脚支柱2Aと長脚支柱2Bとの根元部間には、偏平な角筒状の中空アルミ型材からなる補強桟9が架設されている。   The vertical bars 11 and the horizontal bars 12 of the gantry frame 1 are coupled in a lattice shape via coupling fittings 6 at the mutual crossing positions. Each of the vertical bars 11 is disposed immediately below the solar cell array 10, and a reinforcing member 3 made of a hollow aluminum material is fixed along the lower surface side near the front part. The reinforcing member 3 has a length over the majority of the vertical beam 11 between the positions where the short leg support 2A and the long leg support 2B are supported. In addition, a reinforcing bar 9 made of a flat rectangular tube-shaped hollow aluminum mold is provided between the roots of the short leg strut 2A and the long leg strut 2B facing each other in the front-rear direction.

一方、太陽電池アレイ10の矩形単位U毎に、左右一対の縦桟11、11間には、左右方向に沿う円筒状のブレース取付桟7Aが、補強材3の後端よりも後位側でブラケット8A,8Aを介して架設されている。また、後部側の長脚支柱2B,2Bの根元部間にも、同様にブレース取付桟5Bがブラケット8B,8B(図8参照)を介して架設されている。そして、上側のブレース取付桟7Aの左右の各端部と、下側のブレース取付桟7Bにおける左右の長脚支柱2B,2Bの根元部近傍との間に、それぞれ角パイプ状のアルミ型材からなるブレース4,4が枢着金具41を介して上下端部で各々枢着されている。これら一対のブレース4,4は、上側のブレース取付桟7Aの両端部が該矩形単位Uにおける左右方向中央寄りに位置するため、図2に示すように前後方向から見てハの字形に配置しており、前後方向及び左右方向に傾斜している。従って、架台フレーム1と矩形単位U毎に2本の長脚支柱2B,2B及びブレース4,4とからなる後部側の架台構体は、左右及び前後の両方向でトラス構造を構成している。   On the other hand, for each rectangular unit U of the solar cell array 10, between the pair of left and right vertical bars 11, 11, a cylindrical brace mounting bar 7 A along the left-right direction is located on the rear side of the rear end of the reinforcing material 3. It is installed via brackets 8A and 8A. Similarly, a brace mounting bar 5B is installed between the bases of the long leg columns 2B, 2B on the rear side via brackets 8B, 8B (see FIG. 8). Each of the left and right end portions of the upper brace mounting bar 7A and the vicinity of the base portions of the left and right long leg columns 2B and 2B of the lower brace mounting bar 7B are each made of a square pipe-shaped aluminum mold. The braces 4 and 4 are pivotally attached to the upper and lower end portions via pivot fittings 41, respectively. The pair of braces 4 and 4 are arranged in a C shape when viewed from the front and rear as shown in FIG. 2 because both ends of the upper brace mounting bar 7A are located closer to the center in the left and right direction in the rectangular unit U. It is inclined in the front-rear direction and the left-right direction. Therefore, the rear frame structure composed of the frame frame 1 and the two long leg columns 2B and 2B and the braces 4 and 4 for each rectangular unit U forms a truss structure in both the left and right and front and rear directions.

図3及び図4に示すように、架台フレーム1の縦桟11は、角筒状をなし、その左右両側面の中央部に長手方向に沿う平行2条の係止溝部11a,11aを有し、上下面の中央にも長手方向に沿うやや広幅の中央溝部11bを有している。そして、上下面の各中央溝部11bの両側開口縁には、図4(b)に示すように、内向きの突起11cが全長に亘って連続形成されている。また、左右各側面の平行2条の係止溝部11a,11aの間は、断面T字形の突条部11dになっている。   As shown in FIGS. 3 and 4, the vertical beam 11 of the gantry frame 1 has a rectangular tube shape, and has two parallel locking grooves 11 a and 11 a along the longitudinal direction at the center of both left and right side surfaces thereof. The center of the upper and lower surfaces also has a slightly wider central groove 11b along the longitudinal direction. And as shown in FIG.4 (b), the inward protrusion 11c is continuously formed over the full length in the opening edge of both sides of each center groove part 11b of an up-and-down surface. Further, between the two parallel locking grooves 11a, 11a on the left and right side surfaces, there is a protrusion 11d having a T-shaped cross section.

補強材3は、架台フレームの縦桟11に近似した断面形状を有する角筒部31の上面側に、縦断面上向き開放コ字形の抱持枠部32が全長に亘って一体形成されている。その角筒部31は該縦桟11と同幅に設定されると共に、抱持枠部32の左右側片32a,32aの内面間の距離が該縦桟11の幅と同じになっている。また、抱持枠部32の左右側片32a,32aの先端側は、内側へL字形に曲折した上縁係止部33となっている。   In the reinforcing member 3, a holding frame portion 32 having an open U-shape that is upward in the longitudinal section is integrally formed over the entire length on the upper surface side of the rectangular tube portion 31 having a cross-sectional shape that approximates the vertical rail 11 of the gantry frame. The rectangular tube portion 31 is set to have the same width as the vertical beam 11, and the distance between the inner surfaces of the left and right side pieces 32 a and 32 a of the holding frame portion 32 is the same as the width of the vertical beam 11. Moreover, the front end side of the left and right side pieces 32a, 32a of the holding frame portion 32 is an upper edge locking portion 33 that is bent inward in an L shape.

この補強材3は、図3に示すように、架台フレーム1の縦桟11に対し、その両側面の下位側の係止溝部11a,11aに抱持枠部32の上縁係止部33,33を係合する形で、該縦桟11の下半部を抱持枠部32で抱持し、該抱持枠部32の左右側片32a,32aの長手方向複数箇所においてビス34によって当該縦桟11にねじ止めされている。   As shown in FIG. 3, the reinforcing member 3 has an upper edge locking portion 33, a holding frame portion 32, in the lower side locking groove portions 11 a, 11 a of the vertical frame 11 of the gantry frame 1. 33, the lower half portion of the vertical beam 11 is held by the holding frame portion 32, and the right and left side pieces 32a, 32a of the holding frame portion 32 are screwed by screws 34 at a plurality of positions in the longitudinal direction. Screwed to the vertical beam 11.

架台フレーム1の縦桟11に対する太陽電池アレイ10の取り付けは、図4〜図6に示すように、前後に隣接する太陽光発電パネルP,Pの周枠F,Fの上縁間、最前部の太陽光発電パネルPの前端と最後部の太陽光発電パネルPの後端では各周枠Fと当板50の上縁間に、それぞれU字形のパネル押さえ部材51を係止させ、このパネル押さえ部材51と縦桟11にパネル取付ボルト52を貫通させてナット53を螺合緊締するようにしている。なお、パネル押さえ部材51と縦桟11との間には、筒状及び枠状のスペーサー54,55を介在させている。   As shown in FIGS. 4 to 6, the solar cell array 10 is attached to the vertical frame 11 of the gantry frame 1 between the upper edges of the peripheral frames F and F of the photovoltaic power generation panels P and P adjacent to each other in the front and rear. A U-shaped panel pressing member 51 is engaged between the peripheral frame F and the upper edge of the plate 50 at the front end of the solar power generation panel P and the rear end of the rearmost solar power generation panel P. A panel mounting bolt 52 is passed through the pressing member 51 and the vertical rail 11 and a nut 53 is screwed and tightened. In addition, cylindrical and frame-shaped spacers 54 and 55 are interposed between the panel pressing member 51 and the vertical beam 11.

そして、パネル取付ボルト52は、図4(a)に示すように、縦桟11の下面の中央溝部11bにおいて、下方から該縦桟11を貫通し、そのボルト頭部52aを中央溝部11b内に嵌入させている。ここで、中央溝部11bは、その内側幅がボルト頭部52aの正六角形における長径よりも狭く且つ短径よりも僅かに広く設定され、これによってパネル取付ボルト52を回転不能に保持するようになっている。また、図4(b)に示すように、該中央溝部11bの開口幅は、両側の内向きの突起11c,11cによってボルト頭部52aの前記短径よりも僅かに狭く設定され、縦桟11の材料弾性を利用して該ボルト頭部52aを中央溝部11b内に圧嵌することにより、該ボルト頭部52aが中央溝部11bから抜出不能になるように設定されている。   As shown in FIG. 4A, the panel mounting bolt 52 passes through the vertical beam 11 from below in the central groove portion 11b on the lower surface of the vertical beam 11, and the bolt head 52a is inserted into the central groove portion 11b. It is inserted. Here, the inner width of the central groove 11b is set to be narrower than the major axis of the regular hexagon of the bolt head 52a and slightly wider than the minor axis, thereby holding the panel mounting bolt 52 in a non-rotatable manner. ing. Further, as shown in FIG. 4B, the opening width of the central groove portion 11b is set slightly narrower than the short diameter of the bolt head 52a by the inward projections 11c and 11c on both sides. The bolt head 52a is set so that it cannot be removed from the central groove 11b by press-fitting the bolt head 52a into the central groove 11b using the material elasticity of the bolt.

なお、枠状スペーサー55は、側面視略M字状をなし、左右の側板部55a,55aで縦桟11の上半部に外嵌した状態で、各側板部55aの下縁に設けた内向き突片55bを縦桟11の側面上側の係止溝部11aに係止している。また、筒状スペーサー54は、枠状スペーサー55の上面とパネル押さえ部材51の下面との間に配置し、その内側にパネル取付ボルト52を挿通させている。そして、枠状スペーサー55は隣接する太陽光発電パネルP,Pの間隔、並びに最前部及び最後部の太陽光発電パネルPと当板50との間隔をそれぞれ設定している。   The frame-like spacer 55 is substantially M-shaped in a side view, and is provided on the lower edge of each side plate portion 55a in a state in which the left and right side plate portions 55a and 55a are externally fitted to the upper half of the vertical rail 11. The facing protruding piece 55b is locked to the locking groove 11a on the upper side surface of the vertical beam 11. The cylindrical spacer 54 is disposed between the upper surface of the frame-shaped spacer 55 and the lower surface of the panel pressing member 51, and the panel mounting bolt 52 is inserted inside the cylindrical spacer 54. And the frame-shaped spacer 55 sets the space | interval of the photovoltaic power generation panels P and P which adjoin, and the space | interval of the photovoltaic power generation panel P of the foremost part and the last part, and this board 50, respectively.

図5(a)に示すように、架台フレーム1の縦桟11と横桟12とを結合する結合金具6は、角筒状の横桟12が両側面を垂直にする配設姿勢であって前後方向に傾斜した角筒状の縦桟11に対して面接触しないため、縦桟11側の上部材61と横桟12側の下部材62との2部材にて構成されている。その上部材61は、平板部61aの上面側に一対の挟持片61b,61bが平行突設されて上向きコ字状の抱持枠部6aを形成しており、補強材3の抱持枠部32と同様に、両挟持片61a,61aの上縁係止部(図示省略)を該縦桟11の両側面下側の係止溝部11aに係止する形で、該抱持枠部6aにて縦桟11の下半部を抱持し、両挟持片61b,61bの前後位置でビス63によって当該縦桟11にねじ止めされている。また、下部材62は、傾斜上板部62aの下面側に一対の挟持片62b,13cが垂設されて下向きコ字状の抱持枠部6bを形成しており、該抱持枠部6b内に横桟12の上半部を抱持した状態で、その抱持位置に側方から貫通させたボルトBにナットNを螺合緊締することにより、該縦桟12に固定されている。そして、上部材61と下部材62とは、前者の平板部61aに後者の傾斜上板部62aを接合した状態で、その接合部をボルトBとナットNにて連結している。なお、下部材62の後部側の挟持片62cは、縦桟11の傾斜に対応してくの字状に曲折している。   As shown in FIG. 5 (a), the fitting 6 for joining the vertical beam 11 and the horizontal beam 12 of the gantry frame 1 has an arrangement posture in which the rectangular tube-shaped horizontal beam 12 has both side surfaces vertical. Since it does not come into surface contact with the rectangular tube-shaped vertical beam 11 inclined in the front-rear direction, the upper member 61 on the vertical beam 11 side and the lower member 62 on the horizontal beam 12 side are used. The upper member 61 has a pair of holding pieces 61b and 61b protruding in parallel on the upper surface side of the flat plate portion 61a to form an upward U-shaped holding frame portion 6a, and the holding frame portion of the reinforcing member 3 32, the upper edge locking portions (not shown) of the holding pieces 61a, 61a are locked to the holding groove portions 11a on the lower sides of the both sides of the vertical rail 11, so that the holding frame portion 6a The lower half of the vertical beam 11 is held and screwed to the vertical beam 11 with screws 63 at the front and rear positions of the holding pieces 61b and 61b. The lower member 62 has a pair of holding pieces 62b and 13c suspended from the lower surface side of the inclined upper plate portion 62a to form a downward U-shaped holding frame portion 6b. The holding frame portion 6b In the state where the upper half of the horizontal beam 12 is held inside, the nut N is screwed and fastened to the bolt B penetrating from the side to the holding position, thereby being fixed to the vertical beam 12. The upper member 61 and the lower member 62 are connected to each other by bolts B and nuts N in a state where the latter inclined upper plate portion 62a is joined to the former flat plate portion 61a. The holding piece 62c on the rear side of the lower member 62 is bent in a U-shape corresponding to the inclination of the vertical beam 11.

短脚支柱2A及び長脚支柱2Bは、それぞれ上端部で連結金具21を介して架台フレーム1の横桟12に連結されている。その連結金具21は、図5(a)において長脚支柱2B側で代表して示すように、上向き開放コ字形で幅狭の上向き抱持枠部21aと、下向き開放コ字形で幅広の下向き抱持枠部21bとが一体化した形状を有している。その下向き抱持枠部21bで長脚支柱2B(短脚支柱2A)の上端部を抱持すると共に、上向き抱持枠部21aで横桟12の下半部を抱持した状態で、これら抱持位置に側方から貫通させたボルトBにナットNを螺合緊締することにより、該横桟12と長脚支柱2B(短脚支柱2A)とを連結固定している。しかして、上向き抱持枠部21aによる横桟12との連結部では、該横桟12の内部に角形の鋼製又はアルミ製の補強パイプ14が挿嵌されており、ボルトBが該補強パイプ14を貫通するように設定されている。   The short leg support 2 </ b> A and the long leg support 2 </ b> B are connected to the horizontal beam 12 of the gantry frame 1 via the connection fittings 21 at the upper ends. As shown in FIG. 5 (a), the connecting bracket 21 is representatively shown on the long leg support 2B side, and has an upward opening U-shaped and narrow upward holding frame portion 21a, and a downward opening U-shaped and wide downward holding. The holding frame portion 21b has an integrated shape. While holding the upper end portion of the long leg support 2B (short leg support 2A) with the downward holding frame portion 21b and holding the lower half portion of the cross rail 12 with the upward holding frame portion 21a, these holdings are held. The side rail 12 and the long leg column 2B (short leg column 2A) are connected and fixed by screwing and tightening the nut N to the bolt B penetrating from the side to the holding position. Thus, at the connecting portion with the horizontal rail 12 by the upward holding frame portion 21a, a square steel or aluminum reinforcing pipe 14 is inserted into the horizontal rail 12, and the bolt B is connected to the reinforcing pipe. 14 is set to penetrate.

なお、架台フレーム1の角筒状の横桟12は、上下部が幅広の角枠部12aとなり、これによって両側面の中央部に凹陥部12bを有している。一方、結合金具6の下部材62の抱持枠部6bと、連結金具21の上向き抱持枠部21aは、図5(b)で詳細に示すように、各々対向する内面側に一対の凸条部62d,62d、21c,21cが設けてあり、両凸条部62d,62d、21c,21cを横桟12の凹陥部12bに嵌入することにより、該横桟12の角枠部12aを上下方向離脱不能で且つ長手方向摺動可能に抱持している。しかして、結合金具6の下部材6B及び連結金具21を横桟12に固定するボルトBは、両凸条部62d,62d、21c,21c間で側方から貫通しており、ナットNの螺合緊締によって両凸条部62d,62d、21c,21cが横桟12の凹陥部12bに押接する。また、横桟12の両側の凹陥部12b,12bの各々内面側にも長手方向に沿う一対の凸条12c,12cが形成されており、連結金具21の位置ではナットNの螺合緊締による締付力が凸条12c,12cを介して補強パイプ14に加わる。   Note that the rectangular tube-shaped horizontal crosspiece 12 of the gantry frame 1 has a wide rectangular frame portion 12a at the upper and lower portions, thereby having a recessed portion 12b at the center of both side surfaces. On the other hand, the holding frame portion 6b of the lower member 62 of the coupling fitting 6 and the upward holding frame portion 21a of the coupling fitting 21 are each provided with a pair of protrusions on the inner surfaces facing each other, as shown in detail in FIG. The strips 62d, 62d, 21c, and 21c are provided, and by inserting the two convex strips 62d, 62d, 21c, and 21c into the recessed portion 12b of the horizontal rail 12, the square frame portion 12a of the horizontal rail 12 is vertically moved. It is held in such a way that it cannot be detached and can slide in the longitudinal direction. Thus, the bolt B for fixing the lower member 6B of the coupling bracket 6 and the coupling bracket 21 to the crosspiece 12 penetrates from the side between the two protruding strips 62d, 62d, 21c, 21c, and the nut N is screwed. The two ridges 62d, 62d, 21c, and 21c are pressed against the recessed portion 12b of the horizontal rail 12 by the tightening and tightening. Also, a pair of ridges 12c, 12c along the longitudinal direction are formed on the inner surfaces of the recessed portions 12b, 12b on both sides of the horizontal rail 12, and the nut N is tightened by screw tightening at the position of the connecting fitting 21. The applied force is applied to the reinforcing pipe 14 through the ridges 12c and 12c.

ブレース4の上下端部をブレース取付桟7A,7Bに枢着する枢着金具41は、図6〜図9に示すように、円環部41aから一対のブレース取付片41b,41bが外側へ延出した形状であり、円環部41aにブレース取付桟7A,7Bを挿嵌させ、その挿嵌位置で貫通させたボルトBにナットNを螺合緊締することにより、ブレース取付桟7A,7Bに枢着すると共に、両ブレース取付片14b,41b間にブレース4の上端側又は下端側を挟み、その挟み込み位置で貫通させたボルトBにナットNを螺合緊締することにより、ブレース4の上下端部を枢着している。なお、図9において、Hはボルト挿通孔、Wはワッシャーを示す。   As shown in FIGS. 6 to 9, the pivot fitting 41 that pivots the upper and lower ends of the brace 4 to the brace attachment bars 7A and 7B has a pair of brace attachment pieces 41b and 41b extending outward from the annular portion 41a. The brace mounting bars 7A and 7B are inserted into the annular portion 41a, and the nuts N are screwed and tightened to the bolts B that are penetrated at the insertion positions, whereby the brace mounting bars 7A and 7B are fastened. At the same time, the upper and lower ends of the brace 4 are fastened by screwing and tightening the nuts N to the bolts B inserted between the brace mounting pieces 14b and 41b and sandwiching the upper end side or the lower end side of the brace 4 at the sandwiched position. The part is pivotally attached. In FIG. 9, H indicates a bolt insertion hole, and W indicates a washer.

架台フレーム1の縦桟11にブレース取付桟7Aを架設するブラケット8Aは、図6及び図7に示すように、ブレース取付桟7Aを挿嵌させる円環部81aを有するブラケット本体81と、縦桟11に固定する上向き開放コ字枠状の縦桟抱持金具82とで構成されている。その縦桟抱持金具82は、結合金具6の上部材61と同様にして、縦桟11の下半部を抱持した状態で該縦桟11にねじ止めされている。そして、ブラケット本体81と縦桟抱持金具82とは、両者の接合した平板部81b,82aをボルト止めして一体化している。また、長脚支柱2Bの根元部にブレース取付桟7Bを架設するブラケット8Bは、図8に示すように、ブラケット8Aのブラケット本体81と同様の形態であり、円環部83aにブレース取付桟7Bを挿嵌した状態で、その挿嵌位置で該円環部83a及び長脚支柱2Bに貫通させたボルトBにナットNを螺合緊締してブレース取付桟7Bを固定すると共に、長脚支柱2Bの側面に当接した平板部83bで貫通させたボルトBにナットNを螺合緊締して当該長脚支柱2Bに固着されている。   As shown in FIGS. 6 and 7, the bracket 8A for laying the brace mounting bar 7A on the vertical beam 11 of the gantry frame 1 includes a bracket body 81 having an annular portion 81a into which the brace mounting beam 7A is inserted, and the vertical beam. 11 and an upright open U-shaped frame-shaped vertical frame holding metal fitting 82. The vertical beam holding bracket 82 is screwed to the vertical beam 11 while holding the lower half portion of the vertical beam 11 in the same manner as the upper member 61 of the coupling metal 6. And the bracket main body 81 and the vertical beam holding | maintenance metal fitting 82 are bolted and integrated with the flat plate part 81b and 82a which both joined. Further, as shown in FIG. 8, the bracket 8B for laying the brace mounting bar 7B at the base part of the long leg support 2B has the same form as the bracket body 81 of the bracket 8A, and the brace mounting bar 7B is attached to the ring part 83a. With the nut inserted, the nut N is screwed and tightened to the bolt B passed through the annular portion 83a and the long leg support 2B at the insertion position to fix the brace mounting bar 7B, and the long leg support 2B The nut N is screwed and tightened to the bolt B that is passed through the flat plate portion 83b that is in contact with the side surface of the long leg, and is fixed to the long leg support 2B.

なお、連結金具21、枢着金具41、パネル押さえ部材51、筒状及び枠状のスペーサー54,55、結合金具6の上下部材61,62、ブラケット8Aのブラケット本体81及び縦桟抱持金具82、ブラケット8Bは、いずれもアルミ型材の切断短材からなる。そして、これらアルミ型材ならびに既述の中空アルミ型材は、アルミニウム及びアルミニウム合金からなるものを包含する。   The connection fitting 21, the pivot fitting 41, the panel pressing member 51, the cylindrical and frame spacers 54 and 55, the upper and lower members 61 and 62 of the coupling fitting 6, the bracket main body 81 of the bracket 8A, and the vertical beam holding fitting 82. The brackets 8B are each made of a short cut material of an aluminum mold. The aluminum mold material and the hollow aluminum mold material described above include those made of aluminum and aluminum alloys.

上記構成の据付装置では、太陽電池アレイ10を支承した架台フレーム1が前部側の複数本の短脚支柱2Aと後部側の複数本の長脚支柱2Bとで前後に傾斜した状態で支持され、その架台フレーム1の傾斜方向のサイズが大きいが、該架台フレーム1を構成する中空アルミ材からなる各縦桟11の前部寄りの下面側に沿って、中空アルミ材からなる補強材3が止着されているから、該縦桟11における補強材3の止着部分に大きな剛性が付与されると共に、該縦桟11における補強材3の後端よりも後部位置と各長脚支柱2Bの下部との間にブレース4が架設されているから、架台フレーム1の支持位置が高い後部側が架台構体として非常に高強度になっている。また、各ブレース3に加わる荷重の負荷が長脚支柱2Bの根元側で受け止められ、該負荷が長脚支柱2Bに対する曲げ力として作用しにくいため、該長脚支柱2Bが細くとも充分な耐久性が得られる。   In the installation apparatus having the above-described configuration, the gantry frame 1 that supports the solar cell array 10 is supported in a state of being inclined forward and backward by the plurality of short leg columns 2A on the front side and the plurality of long leg columns 2B on the rear side. Although the size of the gantry frame 1 is large, the reinforcing material 3 made of a hollow aluminum material is provided along the lower surface near the front portion of each vertical rail 11 made of the hollow aluminum material constituting the gantry frame 1. Since it is fastened, a large rigidity is imparted to the fastening portion of the reinforcing member 3 in the vertical beam 11, and the rear position of the reinforcing member 3 in the vertical beam 11 and the positions of the long leg columns 2B. Since the brace 4 is installed between the lower part and the lower part, the rear side where the support position of the gantry frame 1 is high is very strong as the gantry structure. Further, since the load of the load applied to each brace 3 is received at the base side of the long leg column 2B and the load is less likely to act as a bending force on the long leg column 2B, sufficient durability is achieved even if the long leg column 2B is thin. Is obtained.

従って、この太陽電池アレイ10は、強風に晒され易い場所でも大きな支持強度及び耐風圧強度を確保でき、据付け場所の制約が少ない上、架台フレーム1が傾斜方向のサイズが大きく且つ該架台フレーム1の縦桟11及び横桟12が中空アルミ材からなるにも関わらず、その傾斜方向の中間部での撓み変形を確実に防止できる上、該中間部に支柱を設ける場合に比較して、据付施工が非常に容易になり、施工コストも著しく低減される。   Therefore, the solar cell array 10 can ensure a large support strength and wind pressure resistance even in a place where it is easily exposed to strong winds, has few restrictions on the installation location, has a large frame size in the inclination direction, and the frame 1 Although the vertical beam 11 and the horizontal beam 12 are made of a hollow aluminum material, it is possible to reliably prevent the bending deformation at the intermediate portion in the inclined direction and to install the column in the intermediate portion as compared with the case where the column is provided. Construction becomes very easy and construction costs are significantly reduced.

特に上記実施形態では、補強材3が短脚支柱2Aと長脚支柱2Bによる支持位置間における縦桟11の過半部に亘る長さを有するから、該縦桟11の剛性がより大きく確保される。また、該補強材3は、角筒部31の上面側に縦断面上向き開放コ字形の抱持枠部32を備え、該縦桟11に対して抱持枠部32を下側から抱持させてねじ止めすることで容易に止着できる上、その抱持部分で該縦桟11に一体化するために強度がより高まるという利点がある。更に、実施形態の補強桟3は、角筒状の縦桟11の両側面に設けた係止溝部11aに、嵌合枠部32の両側の上縁係止部33が係合する構造であるから、該縦桟11に対して一端側からスライド嵌合できると共に、その嵌合状態で該縦桟11から抜落不能であるため、該縦桟11にビス止め等で止着する際に支える必要がなく、もって止着作業が非常に容易になる。   In particular, in the above-described embodiment, the reinforcing member 3 has a length over the majority of the vertical beam 11 between the support positions of the short leg column 2A and the long leg column 2B, so that the rigidity of the vertical beam 11 is further ensured. . Further, the reinforcing member 3 includes a holding frame portion 32 having an open U-shaped vertical section upward on the upper surface side of the rectangular tube portion 31, and holds the holding frame portion 32 from the lower side with respect to the vertical rail 11. In addition to being able to be easily fixed by screwing, it is advantageous in that the strength is further increased because the holding portion is integrated with the vertical beam 11. Furthermore, the reinforcing bar 3 of the embodiment has a structure in which the upper edge locking parts 33 on both sides of the fitting frame part 32 are engaged with the locking groove parts 11a provided on both side surfaces of the rectangular tube-shaped vertical bar 11. Therefore, it can be slidably fitted to the vertical beam 11 from one end side and cannot be removed from the vertical beam 11 in the fitted state, so that it is supported when fixed to the vertical beam 11 with screws or the like. There is no need, and the fixing work becomes very easy.

加えて、実施形態のブレース4は前後及び左右の両方向に対して傾斜しているから、架台フレーム1、長脚支柱2B、ブレース4よりなる架台構体がトラス構造を形成して非常に高強度になる。なお、実施形態のように、連結金具21による横桟12と短脚支柱2A及び長脚支柱2Bとの連結位置に補強パイプ14を挿嵌することで、該横桟12の歪み変形も確実に防止できる。   In addition, since the brace 4 of the embodiment is inclined with respect to both the front and rear and left and right directions, the gantry structure including the gantry frame 1, the long leg support 2B, and the brace 4 forms a truss structure and has a very high strength. Become. Note that, as in the embodiment, by inserting the reinforcing pipe 14 at the connecting position of the horizontal beam 12 and the short leg column 2A and the long leg column 2B by the connecting bracket 21, the distortion deformation of the horizontal beam 12 is also ensured. Can be prevented.

一方、実施形態のように、太陽光発電パネルP,P同士の側縁間に介在するパネル押さえ部材51と縦桟11とにパネル取付ボルト52を貫通させ、該パネル取付ボルト52にナット53を螺合緊締する構造では、太陽電池アレイ10を架台フレーム1に容易に且つ確実に取り付けることができる。この場合、更に実施形態のように、角筒状の縦桟11の下面側に設けた嵌入溝11bに、該縦桟11に下方から貫通させたパネル取付ボルト52のボルト頭部52aを圧嵌させ、該パネル取付ボルト52が回転不能で且つ抜落不能に保持されるようにすれば、太陽電池アレイ10を架台フレーム1に取り付ける際、予め架台フレーム1側の要所に該パネル取付ボルト52を保持させておくことで、作業能率を大幅に高めることができる。   On the other hand, as in the embodiment, the panel mounting bolt 52 is passed through the panel pressing member 51 and the vertical beam 11 interposed between the side edges of the photovoltaic power generation panels P, P, and a nut 53 is inserted into the panel mounting bolt 52. With the structure of screwing and tightening, the solar cell array 10 can be easily and reliably attached to the gantry frame 1. In this case, as in the embodiment, the bolt head portion 52a of the panel mounting bolt 52 penetrating the vertical beam 11 from below is press-fitted into the insertion groove 11b provided on the lower surface side of the rectangular tube-shaped vertical beam 11. If the panel mounting bolt 52 is held so that it cannot rotate and cannot be pulled out, when the solar cell array 10 is mounted on the gantry frame 1, the panel mounting bolt 52 is preliminarily attached to the main frame frame 1 side. By keeping this, the work efficiency can be greatly increased.

本発明を適用する太陽電池アレイ10としては、上記実施形態では傾斜する前後方向に沿って4枚の太陽光発電パネルPが配置する構成を例示したが、前後方向の該発電パネルPの配置枚数と全体幅には特に制約はない。太陽電池アレイ10の左右方向の長さについては、敷地の広さと発電システムの規模及びレイアウトによる制約のみである。一方、太陽電池アレイ10の傾斜角度についても、据付場所の緯度に応じて年間平均で受光効率が最も高くなる角度とすればよい。   As the solar cell array 10 to which the present invention is applied, the configuration in which the four photovoltaic power generation panels P are arranged along the inclined front-rear direction in the above embodiment is exemplified. However, the number of the power generation panels P arranged in the front-rear direction is exemplified. There is no particular restriction on the overall width. About the length of the left-right direction of the solar cell array 10, there are only restrictions due to the size of the site, the scale and layout of the power generation system. On the other hand, the inclination angle of the solar cell array 10 may be set to an angle at which the light receiving efficiency becomes the highest on an average annually according to the latitude of the installation location.

更に、本発明においては、架台フレーム1の縦桟11及び横桟12、胴桟14、短脚支柱2A、長脚支柱2B、補強材3、ブレース4、ブレース取付桟41の断面形状、枢着金具41、結合金具6、ブラケット8A,8B、連結金具21、パネル押さえ部材51の形態とこれらの取付構造、架台フレーム1の縦桟11に対する補強材3の止着構造、太陽電池アレイ10の架台フレーム1に対する取付構造、架台フレーム1の縦桟11及び横桟12の結合構造等、細部構成については実施形態以外に種々設計変更可能である。   Furthermore, in the present invention, the cross-sectional shape of the vertical beam 11 and the horizontal beam 12, the body beam 14, the short leg column 2A, the long leg column 2B, the reinforcing member 3, the brace 4, and the brace mounting frame 41 of the gantry frame 1 are pivotally attached. Forms of metal fittings 41, coupling metal fittings 6, brackets 8A and 8B, connecting metal fittings 21, and panel pressing members 51 and their mounting structures, a fixing structure of the reinforcing material 3 to the vertical rail 11 of the gantry frame 1, a gantry of the solar cell array 10 In addition to the embodiment, various design changes can be made to the detailed configuration such as the mounting structure for the frame 1 and the connecting structure of the vertical beam 11 and the horizontal beam 12 of the gantry frame 1.

1 架台フレーム
10 太陽電池アレイ
11 縦桟
11a 係止溝部
11b 中央溝部
11c 突起
12 横桟
2A 短脚支柱
2B 長脚支柱
3 補強材
31 角筒部
32 抱持枠部
33 上縁係止部
4 ブレース
41 枢着金具
51 パネル押さえ部材
52 パネル取付ボルト
52a ボルト頭部
53 ナット
B ボルト
N ナット
P 太陽光発電パネル
U 太陽電池アレイの矩形単位
DESCRIPTION OF SYMBOLS 1 Base frame 10 Solar cell array 11 Vertical beam 11a Locking groove part 11b Central groove part 11c Protrusion 12 Horizontal beam 2A Short leg column 2B Long leg column 3 Reinforcement material 31 Square tube part 32 Holding frame part 33 Upper edge latching part 4 Brace 41 Pivoting bracket 51 Panel holding member 52 Panel mounting bolt 52a Bolt head 53 Nut B Bolt N Nut P Photovoltaic panel U Rectangular unit of solar cell array

Claims (6)

複数本の中空アルミ材からなる縦桟及び横桟を格子状に結合した架台フレームと、該架台フレームに支承される太陽電池アレイと、該架台フレームの前部側を支持する複数本の短脚支柱と、該架台フレームの後部側を支持する複数本の長脚支柱とを備え、
前記縦桟が前後方向に沿って傾斜配置し、架台フレームの前記短脚支柱と長脚支柱による支持位置間において、各縦桟の少なくとも前部寄りの下面側に沿って中空アルミ材からなる補強材が止着されると共に、各縦桟における補強材の後端よりも後部位置と各長脚支柱の下部との間にブレースが架設されてなる太陽電池アレイの据付装置。
A frame frame in which vertical and horizontal beams made of a plurality of hollow aluminum members are joined in a lattice pattern, a solar cell array supported by the frame, and a plurality of short legs supporting the front side of the frame A support column and a plurality of long leg columns supporting the rear side of the gantry frame;
The vertical bars are inclined along the front-rear direction, and are reinforced with a hollow aluminum material at least along the lower surface side near the front part of each vertical bar between the support positions of the short leg columns and the long leg columns of the frame. A solar cell array installation apparatus in which a brace is installed between a rear position of a reinforcing member in each vertical rail and a lower portion of each long leg support while the material is fixed.
前記補強材は、角筒部の上面側に、縦断面上向き開放コ字形の抱持枠部が全長に亘って一体形成されると共に、前記短脚支柱と長脚支柱による支持位置間における前記縦桟の過半部に亘る長さを有し、抱持枠部によって該縦桟を下側から抱持してねじ止めされてなる請求項1に記載の太陽電池アレイの据付装置。   The reinforcing member is integrally formed on the upper surface side of the rectangular tube portion over the entire length of a holding frame portion having an upwardly open U-shaped longitudinal section, and the vertical leg between the supporting positions by the short leg strut and the long leg strut. The solar cell array installation apparatus according to claim 1, which has a length extending over a majority of the crosspieces, and is held and screwed by holding the vertical crosspieces from below by a holding frame portion. 前記縦桟は角筒状で両側面に長手方向に沿う係止溝部を備え、これら両側面の係止溝部に前記補強材の抱持枠部の両側の上縁係止部が係合してなる請求項2に記載の太陽電池アレイの据付装置。   The vertical beam has a rectangular tube shape and includes locking grooves along the longitudinal direction on both side surfaces, and upper edge locking portions on both sides of the holding frame portion of the reinforcing material engage with the locking groove portions on both side surfaces. The solar cell array installation apparatus according to claim 2. 前記太陽電池アレイを構成する太陽光発電パネル同士の側縁間の要所にパネル押さえ部材が介在し、該パネル押さえ部材と前記縦桟とに貫通させたパネル取付ボルトにナットを螺合緊締することにより、太陽電池アレイが架台フレームに取り付けられてなる請求項1〜3のいずれかに記載の太陽電池アレイの据付装置。   A panel pressing member is interposed between the side edges of the photovoltaic power generation panels constituting the solar cell array, and a nut is screwed and tightened to a panel mounting bolt penetrating the panel pressing member and the vertical beam. The solar cell array installation apparatus according to any one of claims 1 to 3, wherein the solar cell array is attached to the gantry frame. 前記縦桟は角筒状で下面中央に長手方向に沿う中央溝部を備え、該中央溝部の両側開口縁に内向きの突起が形成され、該縦桟に下方から貫通させた前記パネル取付ボルトのボルト頭部を該中央溝部に圧嵌することにより、該パネル取付ボルトが回転不能で且つ前記突起によって抜落不能に保持されるように構成されてなる請求項4に記載の太陽電池アレイの据付装置。   The vertical beam has a rectangular tube shape and includes a central groove portion along the longitudinal direction at the center of the lower surface. Inward projections are formed on both side opening edges of the central groove portion, and the panel mounting bolts penetrated from below into the vertical beam. 5. The solar cell array installation according to claim 4, wherein the panel mounting bolt is configured to be non-rotatable and non-detachable by the protrusions by press-fitting a bolt head into the central groove portion. apparatus. 左右に対をなす短脚支柱及び長脚支柱に対し、前記縦桟が左右方向の中央側に配置することにより、前記ブレースが前後及び左右の両方向に対して傾斜してなる請求項1〜5のいずれかに記載の太陽電池アレイの据付装置。   6. The braces are inclined with respect to both the front and rear and left and right directions by arranging the vertical rail on the center side in the left and right direction with respect to the short leg and long leg struts paired on the left and right. The installation apparatus of the solar cell array in any one of.
JP2013086971A 2013-04-17 2013-04-17 Installation device of solar battery array Pending JP2014212177A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016178847A (en) * 2015-03-23 2016-10-06 日軽金アクト株式会社 Solar panel frame
KR102217192B1 (en) * 2020-06-17 2021-02-18 케이제이이엔씨 유한회사 Structure for supporting solar photovoltaic device
CN113380920A (en) * 2021-05-11 2021-09-10 刘博� Photovoltaic module installation equipment and photovoltaic module installation process

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016178847A (en) * 2015-03-23 2016-10-06 日軽金アクト株式会社 Solar panel frame
KR102217192B1 (en) * 2020-06-17 2021-02-18 케이제이이엔씨 유한회사 Structure for supporting solar photovoltaic device
CN113380920A (en) * 2021-05-11 2021-09-10 刘博� Photovoltaic module installation equipment and photovoltaic module installation process
CN113380920B (en) * 2021-05-11 2022-10-25 四川省产品质量监督检验检测院 Photovoltaic module installation equipment and photovoltaic module installation process

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