JP2010281150A - Base for facility installation - Google Patents

Base for facility installation Download PDF

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Publication number
JP2010281150A
JP2010281150A JP2009136557A JP2009136557A JP2010281150A JP 2010281150 A JP2010281150 A JP 2010281150A JP 2009136557 A JP2009136557 A JP 2009136557A JP 2009136557 A JP2009136557 A JP 2009136557A JP 2010281150 A JP2010281150 A JP 2010281150A
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Japan
Prior art keywords
roof
layer
waterproof
waterproof layer
base
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JP2009136557A
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Inventor
Kunio Tajima
国雄 田島
Toru Kojima
小嶋  徹
Takashi Ito
貴志 伊藤
Takefumi Kinoshita
武文 木下
Haruyuki Sekine
治之 関根
Masahiro Okita
征浩 沖田
Takashi Shokuzawa
隆 觸澤
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Tajima Roofing Inc
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Tajima Roofing Inc
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Priority to JP2009136557A priority Critical patent/JP2010281150A/en
Publication of JP2010281150A publication Critical patent/JP2010281150A/en
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    • 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
    • Y02B10/20Solar thermal

Abstract

<P>PROBLEM TO BE SOLVED: To provide a base for facility installation which can be installed on a roof easily and firmly, which facilitates construction of a waterproofing layer or the like, and which is resistant to a leak of water. <P>SOLUTION: The base 10 is used for installing the facility on the roof 30 which is constituted by placing the waterproofing layer 32 and a thermal insulating layer 34 on the outer surface of a substrate 36. The base 10 is provided with a board 12, a supporting column 16, and a guard 14. The board 12 is fixed on the substrate 36. The supporting column 16, which is provided upright on the board 12 and penetrates both the waterproofing layer 32 and the thermal insulating layer 34, is projected from the top layer, and supports the facility. The guard 14 is attached to the supporting column 16 in parallel with the board 12 at a spacing which corresponds with the thickness of the thermal insulating layer 34. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、屋根に設備を設置するための架台に関し、さらに詳しくは複数の層、例えば防水層や断熱層が敷設された屋根に太陽光発電装置等の設備を設置するための架台に関する。   The present invention relates to a gantry for installing equipment on a roof, and more particularly to a gantry for installing equipment such as a photovoltaic power generator on a roof on which a plurality of layers, for example, a waterproof layer and a heat insulating layer are laid.

近年、地球環境問題に対する関心の高まりに伴い、既存のビルや工場の屋上に自然エネルギを利用した太陽光発電装置等の設備を設置するケースが増加している。通常、太陽光発電装置はソーラパネルの傾斜角度の調整や取外しができるよう屋根に固定された架台やレール等を介して固定される。そのため、屋根に太陽光発電装置を取付けるための様々な架台またはその取付け方法が考案されてきた。例えば、特許文献1では、折板屋根にねじ止めされる固定台に取付ける太陽光発電装置および取付け方法が開示されている。また、特許文献2では、ソーラパネルの固定用架台とその架台を挟持する挟持部材を備えた太陽光発電装置が開示されている。   In recent years, with increasing interest in global environmental problems, cases of installing facilities such as solar power generation devices using natural energy on the roofs of existing buildings and factories are increasing. Usually, the solar power generation device is fixed via a frame, a rail, or the like fixed to the roof so that the inclination angle of the solar panel can be adjusted or removed. Therefore, various mounts for mounting the photovoltaic power generation apparatus on the roof or mounting methods thereof have been devised. For example, Patent Document 1 discloses a photovoltaic power generation apparatus and an attachment method that are attached to a fixed base screwed to a folded plate roof. Patent Document 2 discloses a solar power generation apparatus including a solar panel fixing base and a sandwiching member that sandwiches the base.

特開2001−295438号公報JP 2001-295438 A 特開2007−266446号公報JP 2007-266446 A

防水層や断熱層が敷設される屋根に、太陽光発電装置等の設備を設置するには、予め屋根の下地に架台を設けておくことが多い。例えば、RC(鉄筋コンクリート)の下地の場合、下地の作製と同時に型枠等用いて基礎架台を作製し、基礎架台の完成後にその形状に合わせて防水材を切断し、貼り合わせて防水層を形成する。この方法は、基礎架台を現場にて作製するため、コストや工期がかかるという課題があった。また、矩形の基礎架台が複数設置されると複雑部位が発生し、複数の基礎架台の位置や形状、寸法等に合わせて、防水材を切断し、貼り合わせて正確に防水層を形成・加工しなくてはならず施工が困難になるという課題があった。さらに、矩形の基礎架台に合わせて防水層を加工した場合、角の部分において防水層の強度が弱くなり、経年変化によりその部分が破損して漏水する危険性があった。また、特許文献1および特許文献2に示されるように、屋根表面にH鋼等で架台を設けると防水層の形状がさらに複雑となり、防水層や断熱層の加工が一層難しくなる。   In order to install facilities such as a solar power generation device on a roof on which a waterproof layer and a heat insulating layer are laid, a base is often provided in advance on the base of the roof. For example, in the case of RC (steel reinforced concrete) foundations, a base frame is manufactured using a formwork at the same time as the base is manufactured, and after the foundation frame is completed, the waterproof material is cut according to the shape and bonded to form a waterproof layer. To do. This method has a problem that it takes cost and a work period because the foundation frame is manufactured on site. In addition, when multiple rectangular foundation mounts are installed, complex parts occur, and the waterproof material is cut and bonded to accurately form and process the waterproof layer according to the position, shape, dimensions, etc. of the multiple foundation mounts. There was a problem that construction had to be difficult. Further, when the waterproof layer is processed in accordance with the rectangular base frame, the strength of the waterproof layer is weak at the corners, and there is a risk that the portion is damaged due to aging and water leaks. In addition, as shown in Patent Document 1 and Patent Document 2, if a pedestal is provided with H steel or the like on the roof surface, the shape of the waterproof layer is further complicated, and the processing of the waterproof layer and the heat insulating layer becomes more difficult.

一方、屋根に防水層を敷設した後、架台を直接防水層上に載置して固定する場合があるが、架台を固定するためにアンカ等によって防水層に穴を開ける必要があるので漏水する危険性があった。また、通常、防水層とソーラパネルとの耐用年数は異なっており、耐用年数の短い防水層の改修工事を行う場合、状況によっては設置されたソーラパネルを取外して防水層のみ改修工事を行う。しかしながら、防水層が塩ビシートである場合、その上から塩ビシートを新規に被せる改修をすることが出来ないので、塩ビシートを撤去すると共にその上に設置された架台も撤去する必要があった。そのため、改修工事のコストが高くなり期間も長くなるという課題があった。   On the other hand, after laying a waterproof layer on the roof, the pedestal may be placed and fixed directly on the waterproof layer. There was a danger. Also, the service life of the waterproof layer and the solar panel is usually different. When the waterproof layer having a short service life is repaired, the installed solar panel is removed and only the waterproof layer is repaired depending on the situation. However, when the waterproof layer is a PVC sheet, it is not possible to make a repair to cover the PVC sheet anew, so that it is necessary to remove the PVC sheet and the frame installed on the PVC sheet. For this reason, there is a problem that the cost of the renovation work becomes high and the period becomes long.

そこで、本発明は、屋根に容易かつ強固に設置可能であると共に、防水層等の敷設も容易で漏水し難い架台を提供することを目的とする。   Therefore, an object of the present invention is to provide a pedestal that can be easily and firmly installed on a roof and that is easy to lay a waterproof layer or the like and hardly leaks water.

上記目的を達成するために、請求項1に記載の発明は、下地の外表面に上層が敷設された屋根に設備を設置するための架台であって、前記下地に固定される基板と、前記基板に立設され、前記上層を貫通して該上層から突出し、前記設備を支持する支持柱と、前記上層の厚さに対応した間隔で、前記基板に対して平行に前記支持柱に取付けられた鍔部と、を有することを特徴とする、架台を提供する。   In order to achieve the above object, the invention according to claim 1 is a gantry for installing equipment on a roof in which an upper layer is laid on an outer surface of a base, the substrate fixed to the base, Standing on a substrate, penetrating through the upper layer and projecting from the upper layer, and supporting columns supporting the equipment and attached to the supporting columns in parallel to the substrate at intervals corresponding to the thickness of the upper layer And a rack.

請求項2に記載の発明は、請求項1に記載の架台において、前記支持柱は円柱または楕円柱である、架台を提供する。   The invention according to claim 2 provides the gantry according to claim 1, wherein the support column is a cylinder or an elliptical column.

請求項3に記載の発明は、上層の上にさらに防水層を有する屋根に適用される請求項1に記載の架台であって、前記鍔部の上方で前記支持柱に取付けられ、前記鍔部との間に防水層を挟んで押さえる押さえ具をさらに備えた、架台を提供する。   The invention according to claim 3 is a mount according to claim 1, which is applied to a roof having a waterproof layer on the upper layer, and is attached to the support column above the flange, and the flange A pedestal is further provided with a presser that holds and holds a waterproof layer therebetween.

本発明の架台を用いれば、基板を屋根の下地に直接固定するので、架台を容易に固定できると共に設備の荷重や風圧にも耐えるよう強固に固定することが可能である。また、屋根の外表面には、設備を支持する支持柱のみが出ているので、例えば防水層に加工しなければならない穴の大きさが小さくなり加工が容易になる。したがって、設備等を設置する工事の期間を短縮することが可能である。   If the gantry of the present invention is used, the substrate is directly fixed to the base of the roof, so that the gantry can be easily fixed and firmly fixed to withstand the load and wind pressure of the equipment. Moreover, since only the support pillar which supports an installation has come out on the outer surface of a roof, the magnitude | size of the hole which must be processed into a waterproof layer becomes small, for example, and a process becomes easy. Therefore, it is possible to shorten the construction period for installing facilities and the like.

また、支持柱は上層の厚さに対応した間隔で鍔部を備えているので、鍔部により上層を挟み込むことにより、支持柱が貫通した層の穴を塞ぐことができ、漏水を防止することができる。すなわち、架台を強固に屋根に固定すると共に、防水層の防水性能を下げることなく設けることができる。   In addition, since the support column is provided with flanges at intervals corresponding to the thickness of the upper layer, the hole of the layer through which the support column penetrates can be blocked by sandwiching the upper layer with the flange, thereby preventing water leakage Can do. In other words, the gantry can be firmly fixed to the roof and provided without lowering the waterproof performance of the waterproof layer.

また、支持柱の断面をシンプルな形状、例えば円または楕円にすれば、防水層の加工部分に角が発生せず強度が弱くなる部分が無くなるので、経年変化により防水層が破損する危険性が減少する。   In addition, if the cross section of the support column is made simple, for example, a circle or an ellipse, there will be no risk of damage to the waterproof layer due to aging because corners do not occur in the processed portion of the waterproof layer and there are no weakened portions. Decrease.

また、押さえ具を用いることにより、防水層に形成された穴を塞ぐことができると共に、経年変化による破損を防ぎ漏水を防止することができる。   Moreover, by using a pressing tool, it is possible to close a hole formed in the waterproof layer, prevent damage due to secular change, and prevent water leakage.

(a)は本発明による架台を屋根に固定した状況を示す構成図であり、(b)は(a)の点線円Cの拡大図である。(A) is a block diagram which shows the condition which fixed the mount frame by this invention to the roof, (b) is an enlarged view of the dotted-line circle C of (a). 本発明による架台を示す図であり、(a)は平面図、(b)は立面図である。It is a figure which shows the mount frame by this invention, (a) is a top view, (b) is an elevation view. 本発明による架台を屋根に固定し、太陽光発電装置を設置した状況を示す斜視図である。It is a perspective view which shows the condition which fixed the mount frame by this invention to the roof, and installed the solar power generation device.

以下、本発明の実施形態に係る架台について図1から図3を用いて説明する。本実施形態に係る架台10は、図3に示すように、屋根30に太陽光発電装置50を設置するための架台である。太陽光発電装置50は、屋根30に固定された複数の架台10とレール52とを介して設置されている。本実施形態で対象としている屋根30は、断熱露出防水工法により防水処理されており、図1(a)に示すようにスチールデッキ36を下地とし、その外表面に断熱層34、さらにその外表面に防水層32が敷設されている。本実施形態では下地をスチールデッキとしているが、下地はRC(鉄筋コンクリート)、PC(プレキャストコンクリート)、ALC(軽量気泡コンクリート)板等、防水層ができる下地であれば構わない。屋根30は、屋根用架台38を介してH鋼40に取付けられている。断熱露出防水工法および屋根30の構造は一般的なものであるので、その詳細な説明は省略する。   Hereinafter, a gantry according to an embodiment of the present invention will be described with reference to FIGS. 1 to 3. As shown in FIG. 3, the gantry 10 according to the present embodiment is a gantry for installing the solar power generation device 50 on the roof 30. The solar power generation device 50 is installed via a plurality of mounts 10 and rails 52 fixed to the roof 30. The roof 30 as a target in the present embodiment is waterproofed by a heat insulating exposed waterproofing method, and has a steel deck 36 as a base as shown in FIG. 1 (a), a heat insulating layer 34 on its outer surface, and its outer surface. The waterproof layer 32 is laid. In the present embodiment, the base is a steel deck, but the base may be any base that can form a waterproof layer, such as RC (steel reinforced concrete), PC (precast concrete), ALC (lightweight cellular concrete). The roof 30 is attached to the H steel 40 via a roof mount 38. Since the heat insulating exposed waterproof construction method and the structure of the roof 30 are general, detailed description thereof is omitted.

架台10は、スチールデッキ36の外表面に固定される基板12と、基板12の表面に対して略垂直に立設された支持柱16と、支持柱16に取付けられた防水用鍔部14(鍔部の一例)とを備えている。防水用鍔部14は、断熱層34の厚さと略同じ高さ(離間間隔H)で基板12に対して略平行に設けられている。架台10は耐久性耐候性を考慮すると金属製であることが望ましく、本実施形態の架台10はステンレス鋼により作製されている。図2(a)および図2(b)に示すように、基板12および防水用鍔部14は略正方形に形成された平板であり、それらの中心部に円柱の支持柱16が立設されている。そのため、架台10の断面は、図1(a)および図2(b)に示すよう「土」字型の形状になっている。   The gantry 10 includes a base plate 12 fixed to the outer surface of the steel deck 36, a support column 16 erected substantially perpendicular to the surface of the substrate 12, and a waterproof collar 14 ( An example of a buttocks). The waterproof collar 14 is provided substantially parallel to the substrate 12 at a height (separation interval H) that is substantially the same as the thickness of the heat insulating layer 34. In consideration of durability and weather resistance, the gantry 10 is desirably made of metal, and the gantry 10 of the present embodiment is made of stainless steel. As shown in FIGS. 2 (a) and 2 (b), the substrate 12 and the waterproof collar 14 are flat plates formed in a substantially square shape, and a cylindrical support column 16 is erected at the center thereof. Yes. Therefore, the cross section of the gantry 10 has a “earth” shape as shown in FIGS. 1 (a) and 2 (b).

基板12には、図2(a)に示すよう外周部に取付け穴13が形成されており、例えば専用ビスによるねじ止めによりスチールデッキ36に強固に固定することが可能になっている。支持柱16は、その下方の端部が基板12に溶接されており強固に接合されている。一方、支持柱16の上部には、ねじ山17が形成されており、例えばレール52と接続する設備支持具20を螺設し、上下レベルを調整することができるようになっている。支持柱16には、前述のように断熱層34の厚さと略同じ高さで防水用鍔部14が取付けられており、防水層32に形成された穴からの漏水を防止するよう接合部全体において隙間無く溶接されている。   A mounting hole 13 is formed in the outer peripheral portion of the substrate 12 as shown in FIG. 2A, and can be firmly fixed to the steel deck 36 by screwing with a dedicated screw, for example. The lower end of the support column 16 is welded to the substrate 12 and is firmly joined. On the other hand, a screw thread 17 is formed on the upper portion of the support column 16. For example, an equipment support 20 connected to the rail 52 is screwed so that the vertical level can be adjusted. As described above, the waterproof collar 14 is attached to the support column 16 at substantially the same height as the thickness of the heat insulating layer 34, and the entire joint is prevented from leaking from the hole formed in the waterproof layer 32. In FIG.

防水用鍔部14は全体的にフラットな形状であり、その大きさは防水性能を維持するため、防水層32との貼り重ね部分(支持柱16の側面から防水用鍔部の端までの長さ、図1(a)のDの範囲)が100mm以上になるように形成されている。一方、基板12は、本実施形態では防水用鍔部14より広く形成されているが、ねじ止めにより必要な強度で固定できるならば、基板12の面積は防水用鍔部14より小さくても構わない。また、基板12と防水用鍔部14とは異なる形状であっても構わない。   The waterproof collar 14 has a flat shape as a whole, and the size of the waterproof collar 14 is a part that is laminated with the waterproof layer 32 (the length from the side surface of the support column 16 to the end of the waterproof collar) in order to maintain waterproof performance. Now, it is formed so that the range of D in FIG. On the other hand, the substrate 12 is formed wider than the waterproof collar 14 in this embodiment, but the area of the substrate 12 may be smaller than the waterproof collar 14 as long as it can be fixed with a required strength by screwing. Absent. Further, the substrate 12 and the waterproof collar 14 may have different shapes.

本実施形態の架台10は、さらに防水層32に形成された穴の周囲を押さえる押さえ具18を支持柱16に備えている。押さえ具18は、環状の止め具であり中央には支持柱16の断面と同じ形状の穴が形成されている。また、押さえ具18は、図1(b)に示すようにシール材19を充填できるよう穴の周辺が迫り上がった形状になっている。防水層32を敷設した後、支持柱16と防水層32との接合部にシール材19を充填し、支持柱16に押さえ具18の穴を通して、接合部において押さえ具18を固定する。シール材19により穴に雨水等が浸入するのを防ぐと共に、押さえ具18の外縁部により防水層32を押さえるので、経年変化により防水層32が損傷して捲れくれ上がることがなく、漏水を防止することができる。   The gantry 10 of the present embodiment further includes a pressing member 18 that holds the periphery of the hole formed in the waterproof layer 32 on the support column 16. The presser 18 is an annular stopper, and a hole having the same shape as the cross section of the support column 16 is formed in the center. Further, as shown in FIG. 1B, the presser 18 has a shape in which the periphery of the hole is pushed up so that the seal material 19 can be filled. After laying the waterproof layer 32, the sealing material 19 is filled in the joint between the support column 16 and the waterproof layer 32, and the presser 18 is fixed to the support post 16 through the hole of the presser 18. The sealing material 19 prevents rainwater and the like from entering the hole, and the waterproof layer 32 is pressed by the outer edge portion of the presser 18, so that the waterproof layer 32 is not damaged and swollen due to secular change and prevents water leakage. can do.

本実施形態に係る架台10の設置および各層の敷設手順について説明する。屋根の下地が完成した時点で、架台10を所定の場所に配置してねじ止めにより固定する。次に断熱材を配置して断熱層34を敷設する。基板12と防水用鍔部14との間には断熱材と略同じ厚さに形成された隙間があるので、架台10が固定された箇所においては、横方向から断熱材を挿入して断熱層34を敷設する。次に、断熱層34上に例えばアスファルト防水シートを敷設して防水層32を形成する。架台10が固定された箇所においては、アスファルト防水シートに支持柱16の断面と同じ形状の穴を形成し、支持柱16を穴に通してアスファルト防水シートを被せることにより敷設する。最終的に図1(a)に示すように、防水層32が防水用鍔部14に貼り重なるよう敷設され、屋根の外表面には防水層32が露出すると共に支持柱16が突き出た状態になる。屋根が完成した後、設備支持具20を支持柱16に螺設して上下レベルを調整し、レール52等を配置して太陽光発電装置50を設置する。   The installation procedure of the gantry 10 according to the present embodiment and the laying procedure of each layer will be described. When the base of the roof is completed, the gantry 10 is placed in a predetermined place and fixed by screwing. Next, a heat insulating material 34 is laid and a heat insulating layer 34 is laid. Since there is a gap formed between the substrate 12 and the waterproof collar 14 so as to have substantially the same thickness as the heat insulating material, the heat insulating material is inserted from the lateral direction at the place where the gantry 10 is fixed. 34 is laid. Next, for example, an asphalt waterproof sheet is laid on the heat insulating layer 34 to form the waterproof layer 32. In the place where the gantry 10 is fixed, a hole having the same shape as the cross section of the support column 16 is formed in the asphalt waterproof sheet, and the support column 16 is passed through the hole and covered with the asphalt waterproof sheet. Finally, as shown in FIG. 1 (a), the waterproof layer 32 is laid so as to overlap the waterproof collar 14, and the waterproof layer 32 is exposed on the outer surface of the roof and the support column 16 protrudes. Become. After the roof is completed, the facility support 20 is screwed to the support column 16 to adjust the upper and lower levels, the rails 52 and the like are arranged, and the solar power generation device 50 is installed.

このように、予め作製した架台10をスチールデッキ36にねじ止めにより固定して屋根を施工することができるので、型枠の作製や養生期間を要する従来のコンクリート製の架台と比較して、工期を短縮することが可能になる。また、支持柱16は円柱であり、その位置に合わせて防水層32に円形の穴を開けるだけで、容易に防水層32を敷設することができ、従来のように複雑部位の形状に合わせて防水層32を加工する必要がない。また、防水層32に形成された穴の直下には架台10の防水用鍔部14が設けられており、所定の範囲において防水層32と防水用鍔部14とが貼り重なっているので、漏水を防止することができる。さらに、押さえ具18により防水層32と支持柱16との接合部を塞ぐので、経年変化による防水層32の口空きや漏水事故を回避することができる。   Thus, since the prefabricated gantry 10 can be fixed to the steel deck 36 by screwing and the roof can be constructed, the construction period is shorter than that of a conventional concrete gantry that requires the production of a formwork and a curing period. Can be shortened. Further, the support pillar 16 is a cylinder, and the waterproof layer 32 can be easily laid by simply making a circular hole in the waterproof layer 32 according to the position, and according to the shape of the complex part as in the past. There is no need to process the waterproof layer 32. Further, the waterproof collar 14 of the gantry 10 is provided immediately below the hole formed in the waterproof layer 32. Since the waterproof layer 32 and the waterproof collar 14 are overlapped in a predetermined range, water leakage is caused. Can be prevented. Further, since the joint between the waterproof layer 32 and the support column 16 is closed by the presser 18, it is possible to avoid a vacancy in the waterproof layer 32 and a water leakage accident due to secular change.

屋根の改修工事を行う場合、本実施形態の架台10は屋根の下地に固定されているので架台10を撤去することなく、改修が必要な層のみを撤去して改修することができる。また、改修工法によっては、旧い層を撤去することなく、その上に新しい層を積み重ねて改修する場合がある。そのため、支持柱16の高さはできるだけ高い方が望ましいが、支持柱16が座屈する危険性を考慮して、設置する設備の重量等に合わせて支持柱16を太くし強度を調整する必要がある。   When the roof is renovated, the gantry 10 of the present embodiment is fixed to the base of the roof, so that only the layer that needs to be repaired can be removed and repaired without removing the gantry 10. Also, depending on the repair method, a new layer may be stacked and repaired without removing the old layer. Therefore, it is desirable that the height of the support column 16 is as high as possible. However, considering the risk of the support column 16 buckling, it is necessary to adjust the strength by increasing the thickness of the support column 16 according to the weight of the equipment to be installed. is there.

以上、添付図面を参照して本発明の実施形態を説明した。なお、本実施形態では太陽光発電装置を設置する場合について述べたが、太陽光発電装置以外の設備、例えば屋外アンテナ等の設置にも本発明の架台10を用いることができる。また、本実施形態において、基板12および防水用鍔部14の形状を略正方形にしたが、設置する場所に合わせて三角形や、多角形、または円形であっても構わない。但し、防水性能を確保するため所定の範囲以上、防水層32と防水用鍔部14とが貼り重なっている必要がある。   The embodiments of the present invention have been described above with reference to the accompanying drawings. In addition, although this embodiment described the case where a solar power generation device is installed, the mount 10 of this invention can be used also for installation of facilities other than a solar power generation device, for example, an outdoor antenna. Moreover, in this embodiment, although the shape of the board | substrate 12 and the waterproof collar part 14 was made into the substantially square shape, it may be a triangle, a polygon, or a circle according to the installation place. However, in order to ensure waterproof performance, the waterproof layer 32 and the waterproof collar 14 need to overlap each other over a predetermined range.

10 架台
12 基板
13 取付け穴
14 防水用鍔部
16 支持柱
17 ねじ山
18 押さえ具
19 シーリング材
20 設備支持具
30 屋根
32 防水層
34 断熱層
36 スチールデッキ
38 屋根用架台
40 H鋼
DESCRIPTION OF SYMBOLS 10 Mounting stand 12 Board | substrate 13 Mounting hole 14 Waterproofing collar part 16 Support pillar 17 Screw thread 18 Presser 19 Sealing material 20 Equipment support 30 Roof 32 Waterproofing layer 34 Thermal insulation layer 36 Steel deck 38 Roof mounting frame 40 H steel

Claims (3)

下地の外表面に上層が敷設された屋根に設備を設置するための架台であって、
前記下地に固定される基板と、
前記基板に立設され、前記上層を貫通して該上層から突出し、前記設備を支持する支持柱と、
前記上層の厚さに対応した間隔で、前記基板に対して平行に前記支持柱に取付けられた鍔部と、を有することを特徴とする、架台。
A platform for installing equipment on a roof with an upper layer laid on the outer surface of the foundation,
A substrate fixed to the substrate;
A support pillar that is erected on the substrate, protrudes from the upper layer through the upper layer, and supports the equipment;
And a flange attached to the support column in parallel with the substrate at intervals corresponding to the thickness of the upper layer.
前記支持柱は、円柱または楕円柱である、請求項1に記載の架台。   The gantry according to claim 1, wherein the support column is a cylinder or an elliptical column. 上層の上にさらに防水層を有する屋根に適用される請求項1に記載の架台であって、
前記鍔部の上方で前記支持柱に取付けられ、前記鍔部との間に防水層を挟んで押さえる押さえ具をさらに備えた、請求項1に記載の架台。
The gantry according to claim 1, which is applied to a roof further having a waterproof layer on an upper layer,
The pedestal according to claim 1, further comprising a pressing member that is attached to the support column above the flange and holds and holds a waterproof layer between the flange and the flange.
JP2009136557A 2009-06-05 2009-06-05 Base for facility installation Pending JP2010281150A (en)

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JP2014169550A (en) * 2013-03-01 2014-09-18 Jfe Metal Products & Engineering Inc Foundation for appliance installation of deck bed roof, and construction method for the same
JP2014185456A (en) * 2013-03-22 2014-10-02 Jfe Metal Products & Engineering Inc Facility installing foundation of deck bed roof and construction method thereof
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JP2015004244A (en) * 2013-06-21 2015-01-08 Jfe建材株式会社 Facility installing foundation of deck backing roof and construction method thereof
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CN116856634A (en) * 2023-09-04 2023-10-10 山西六建集团有限公司 Foam ceramic insulation board roof installation auxiliary device

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JP2014169550A (en) * 2013-03-01 2014-09-18 Jfe Metal Products & Engineering Inc Foundation for appliance installation of deck bed roof, and construction method for the same
JP2014185456A (en) * 2013-03-22 2014-10-02 Jfe Metal Products & Engineering Inc Facility installing foundation of deck bed roof and construction method thereof
JP2014224401A (en) * 2013-05-16 2014-12-04 Jfe建材株式会社 Foundation for facility installation of deck bed roof, and construction method thereof
JP2015004244A (en) * 2013-06-21 2015-01-08 Jfe建材株式会社 Facility installing foundation of deck backing roof and construction method thereof
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