JP4705859B2 - Support structure for folded plate roof - Google Patents

Support structure for folded plate roof Download PDF

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Publication number
JP4705859B2
JP4705859B2 JP2006036905A JP2006036905A JP4705859B2 JP 4705859 B2 JP4705859 B2 JP 4705859B2 JP 2006036905 A JP2006036905 A JP 2006036905A JP 2006036905 A JP2006036905 A JP 2006036905A JP 4705859 B2 JP4705859 B2 JP 4705859B2
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suspension
tight frame
folded
roof
support structure
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JP2007217886A (en
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真司 山下
克明 田中
秀明 藤原
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Nippon Steel Coated Sheet Corp
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Nippon Steel Coated Sheet Corp
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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
    • F24S25/60Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
    • F24S25/61Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing to the ground or to building structures
    • F24S25/615Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing to the ground or to building structures for fixing to protruding parts of buildings, e.g. to corrugations or to standing seams

Description

本発明は、金属製の屋根用折板を屋根下地上に葺設して支持する構造に関する。   The present invention relates to a structure for supporting and supporting a metal roof folded board on a roof base.

工場、倉庫などの大空間建築物や簡易な構造の小規模建築物に好適な屋根葺き構造として、金属製の屋根用折板(以下、単に「折板」という。)をハゼ継ぎして葺設する、いわゆるボルトレス式の折板屋根が広く普及している。   As a roofing structure suitable for large space buildings such as factories and warehouses and small-scale buildings with a simple structure, metal roof folding plates (hereinafter simply referred to as “folded plates”) are joined together. The so-called boltless folded roof is widely used.

この折板屋根は、図16に示すように、幅方向の中央に底面部11を有する断面略谷形の折板1を、母屋等の上面に所定間隔をおいて固定した略台形状のタイトフレーム2の山谷形状に沿って載置するとともに、隣り合う折板1の側端縁同士をタイトフレーム2の頂部に固定した吊子3を介してハゼ継ぎするものである。各折板1の一方(すくい側)の側端縁には下ハゼ部12が、他方(かぶせ側)の側端縁には上ハゼ部13がそれぞれ形成されるとともに、吊子3の頂部には断面略鉤形の係止部31が形成される。そして、折板1の下ハゼ部12が係止部31の下側に挿し込まれ、隣接する折板1の上ハゼ部13が係止部31に被せられて、これらがシーマー等でハゼ締めされ、断面が略三角形状又は略台形状のハゼ継ぎ部4が形成される。   As shown in FIG. 16, the folded plate roof has a substantially trapezoidal tight plate in which a folded plate 1 having a substantially valley-shaped cross section having a bottom surface portion 11 at the center in the width direction is fixed to a top surface of a purlin or the like at a predetermined interval. While placing along the mountain-and-valley shape of the frame 2, the side edges of the adjacent folded plates 1 are joined to each other via a suspension 3 fixed to the top of the tight frame 2. A lower gob 12 is formed on one side edge (rake side) of each folded plate 1, and an upper gob 13 is formed on the other side edge (cover side). Is formed with a locking portion 31 having a substantially bowl-shaped cross section. Then, the lower goby portion 12 of the folded plate 1 is inserted below the locking portion 31, and the upper goby portion 13 of the adjacent folded plate 1 is covered with the locking portion 31, and these are tightened with a seamer or the like. Thus, the goby joint 4 having a substantially triangular or substantially trapezoidal cross section is formed.

こうして葺設される折板屋根は、激しい外気温変化や太陽輻射熱、風雨などに曝されて伸縮しようとする。そのストレスや摩擦力が蓄積されると、折板1は波うつように変形し、バックリングと呼ばれる爆烈音を発生させる。また、伸縮の繰り返しによる荷重を受けると、吊子3を固定しているボルト・ナット等の締結具5が緩んだり、破損したり、最悪の場合は屋根の飛散に至る可能性もある。かかる問題は、折板1の長さが大きくなればなるほど深刻になる。   The folded plate roof thus constructed tends to expand and contract when exposed to severe changes in the outside air temperature, solar radiation, wind and rain. When the stress and frictional force are accumulated, the folded plate 1 is deformed like a wave and generates an explosive sound called buckling. Further, when a load due to repeated expansion and contraction is received, there is a possibility that the fasteners 5 such as bolts and nuts fixing the suspension 3 are loosened or damaged, or in the worst case, the roof is scattered. Such a problem becomes more serious as the length of the folded plate 1 increases.

そこで、折板屋根の熱伸縮を吸収する技術が、例えば特許文献1に提案されている。その屋根支持構造は、図17及び図18に示すように、タイトフレーム2a若しくはこれに相当する屋根支持部材2bの上部に、長孔21a、21b及び該長孔に挿通されるボルト50a、50b等の軸部材を介して上記吊子3に相当する摺動部材3a、3bを取り付け、該摺動部材3a、3bの頭部に折板1のハゼ継ぎ部4を形成することで、折板1の伸縮を摺動部材3a、3bのスライドによって吸収しようとするものである。
特開2000−110307号公報
Then, the technique which absorbs the thermal expansion-contraction of a folded-plate roof is proposed by patent document 1, for example. As shown in FIGS. 17 and 18, the roof support structure has long holes 21a and 21b and bolts 50a and 50b inserted through the long holes in the upper part of the tight frame 2a or the roof support member 2b corresponding thereto. By attaching the sliding members 3a and 3b corresponding to the above-described suspension member 3 through the shaft member, and forming the seam joint 4 of the folded plate 1 on the heads of the sliding members 3a and 3b, the folded plate 1 Is to be absorbed by the sliding of the sliding members 3a and 3b.
JP 2000-110307 A

しかしながら、上記従来の屋根支持構造では、折板1の熱伸縮量が大きい場合、摺動部材3a、3bに形成する長孔21a、21bを長くする必要がある。長孔21a、21bを長くすればするほど、その周辺部分が変形しやすくなり、折板屋根を持ち上げようとする負圧に対する強度が弱くなる。すると、摺動部材3a、3bがタイトフレーム2aや屋根支持部材2bから外れないまでも、十分な止水性や気密性を維持できないほどに変形してしまうおそれがある。   However, in the conventional roof support structure, when the amount of thermal expansion and contraction of the folded plate 1 is large, it is necessary to lengthen the long holes 21a and 21b formed in the sliding members 3a and 3b. The longer the long holes 21a and 21b are, the more easily the peripheral portions thereof are deformed and the weaker the strength against negative pressure for lifting the folded plate roof. Then, even if the sliding members 3a and 3b are not detached from the tight frame 2a and the roof support member 2b, there is a possibility that the sliding members 3a and 3b may be deformed to such an extent that sufficient water-stopping and airtightness cannot be maintained.

また、上記従来の屋根支持構造のうち、特に図17のような構造では、摺動部材3aがタイトフレーム2aの平坦部22に載った状態でボルト・ナット締結されている。このような固定構造では、屋根への負圧に対する強度が専らボルト50aに依存することになるので、万一、ボルト50aが破損したり、締結が緩んで脱落するような事態が生じると、摺動部材3aがタイトフレーム2aから簡単に外れ、屋根が飛散するおそれがある。   Of the conventional roof support structure described above, particularly in the structure as shown in FIG. 17, the bolts and nuts are fastened with the sliding member 3a placed on the flat portion 22 of the tight frame 2a. In such a fixing structure, the strength against the negative pressure on the roof depends solely on the bolt 50a. Therefore, in the unlikely event that the bolt 50a breaks or the fastening loosens and falls off, There is a possibility that the moving member 3a is easily detached from the tight frame 2a and the roof is scattered.

さらに、上記従来の屋根支持構造のうち、特に図18のような構造は、摺動部材3bの形状に合わせて加工した専用の屋根支持部材2bを必要とし、図16に示したような従来一般のタイトフレーム2は使用できないので、コスト高にもなる。   Further, among the conventional roof support structures described above, in particular, the structure as shown in FIG. 18 requires a dedicated roof support member 2b processed according to the shape of the sliding member 3b. Since the tight frame 2 cannot be used, the cost increases.

本発明は係る事情に鑑みてなされたもので、従来一般のタイトフレームにも取り付けることができ、かつ、折板の熱伸縮が大きい場合でも十分な強度をもって折板を安定的に保持しうる折板屋根の支持構造を提供することを解決課題とする。   The present invention has been made in view of such circumstances, and can be attached to a conventional general tight frame, and can be used to stably hold a folded plate with sufficient strength even when the folded plate has a large thermal expansion and contraction. It is an object of the present invention to provide a support structure for a plate roof.

上記した目的を達成するため、本発明の折板屋根の支持構造は、屋根構面上に固定されたタイトフレームに吊子保持具を取り付け、この吊子保持具に吊子を屋根の流れ方向に沿って摺動自在に保持せしめ、吊子の頂部に形成した係止部に折板のハゼ継ぎ部を形成する折板屋根の支持構造において、吊子保持具は、タイトフレームに形成された平坦部に下側から当てがわれて該平坦部に固定される底板部と、この底板部からタイトフレームを流れ方向に挟んで立ち上げられた吊子押え部とを具備し、吊子押え部の断面が下向きに開口する溝形に形成されるとともに、吊子は、その下部の断面が上向きに開口する溝形に形成され、該下部が上記タイトフレームの平坦部と吊子保持具の吊子押え部との間に装入されて、吊子押え部と互いの開口を向かい合わせた係合状態で保持されることを特徴とする。   In order to achieve the above-described object, the folded-plate roof support structure of the present invention has a suspension holder attached to a tight frame fixed on the roof construction surface, and the suspension element is attached to the suspension holder in the flow direction of the roof. In the folded-plate roof support structure in which the folded portion is formed on the engaging portion formed on the top portion of the hanging piece, the hanging piece holding tool is formed on the tight frame. A bottom plate portion that is applied to the flat portion from below and fixed to the flat portion, and a suspension presser portion that is raised from the bottom plate portion with the tight frame sandwiched in the flow direction. The suspension is formed in a groove shape that opens downward, and the suspension is formed in a groove shape in which the cross section of the lower portion opens upward, and the lower portion is suspended by the flat portion of the tight frame and the suspension holder. Inserted between the presser foot and the opening Characterized in that it is held in the stomach combined engagement.

本発明において「タイトフレーム」とは、屋根構面上に、屋根の流れ方向と直交して適宜間隔で固定される屋根支持材であって、鋼材等からなる帯板を略台形状その他の形状に屈曲させるなどして、頂部若しくはその近傍に適当な幅の平坦部を形成した部材を総称するものである。   In the present invention, the “tight frame” is a roof support material that is fixed on the roof construction surface at an appropriate interval perpendicular to the flow direction of the roof, and a strip made of steel or the like has a substantially trapezoidal shape or other shape. This is a general term for members in which a flat portion having an appropriate width is formed at or near the top portion by bending it.

この支持構造によれば、吊子保持具がタイトフレームの下側からタイトフレームに固定されるので、屋根に負圧が作用したときには、吊子保持具がタイトフレームを下から持ち上げる状態になる。したがって、吊子保持具をタイトフレームに固定するためのボルト・ナットその他の締結具に作用する負荷は大幅に軽減され、安定した固定状態が保持される。また、上記締結具が万一、緩んだり破損したりしても、屋根に作用する負圧によって吊子保持具がタイトフレームから離脱することがなく、屋根の飛散という最悪の事態を回避することができる。   According to this support structure, since the suspension retainer is fixed to the tight frame from the lower side of the tight frame, when a negative pressure is applied to the roof, the suspension retainer lifts the tight frame from below. Therefore, the load acting on the bolts, nuts and other fasteners for fixing the suspension holder to the tight frame is greatly reduced, and a stable fixed state is maintained. In addition, even if the above fastener is loosened or damaged, the suspension holder will not be detached from the tight frame due to the negative pressure acting on the roof, and the worst situation of roof scattering will be avoided. Can do.

また、この支持構造は、長孔とそれに挿通される軸部材という摺動機構は採用せず、下向きに開口する吊子押え部と、上向きに開口する吊子の下部とを向かい合わせて係合させることにより吊子を摺動自在に保持するものであるから、特に負圧に対しては高い保持強度を発揮する。吊子の摺動ストロークを伸ばす場合も吊子を長くするだけでよく、それによる強度低下も生じない。   In addition, this support structure does not employ a sliding mechanism called a long hole and a shaft member inserted therethrough, and engages the retainer pressing portion that opens downward and the lower portion of the suspension that opens upward facing each other. By doing so, the hanger is slidably held, so that a high holding strength is exhibited particularly for negative pressure. Even when the sliding stroke of the hanging member is extended, it is only necessary to lengthen the hanging member, and the strength is not reduced.

さらに、この支持構造は、タイトフレームの下側から吊子保持具を取り付けるものであるから、タイトフレームに適当な平坦部が設けられてさえいれば、従来一般のタイトフレームをはじめとして多様な形態の屋根支持材を有効に活用することができる。したがって資材管理コストや施工コストの低減にも寄与する。もちろん、専用のタイトフレームを用いても差し支えない。   In addition, since this support structure is for attaching a suspension holder from the lower side of the tight frame, various forms including a conventional general tight frame can be used as long as an appropriate flat portion is provided on the tight frame. The roof support material can be used effectively. Therefore, it contributes to reduction of material management cost and construction cost. Of course, a dedicated tight frame can be used.

本発明のさらなる構成としては、上記支持構造において、吊子保持具の吊子押え部及びタイトフレームの平坦部と、吊子の下部との間に、高潤滑性樹脂材料からなるライナー材が介装されたことを特徴とする。ここで、「高潤滑性樹脂材料」としては、例えば、ポリオレフィン、ポリアセタール、フッ素樹脂、ポリアミド、ポリエステル、ABS樹脂、ポリカーボネート、フェノール樹脂等を挙げることができる。これらの樹脂材料からなるライナー材を吊子押え部及びタイトフレームと吊子との間に介装することにより、吊子を折板の伸縮に追随させて円滑にスライドさせることができる。   As a further configuration of the present invention, in the support structure described above, a liner material made of a highly-lubricating resin material is interposed between the hanger retainer part of the hanger holder and the flat part of the tight frame and the lower part of the hanger. It is characterized by being disguised. Here, examples of the “highly lubricious resin material” include polyolefin, polyacetal, fluororesin, polyamide, polyester, ABS resin, polycarbonate, phenol resin, and the like. By interposing the liner material made of these resin materials between the suspension presser and the tight frame and the suspension, the suspension can be smoothly slid by following the expansion and contraction of the folded plate.

上記ライナー材は、流れ方向に二分割され、それぞれ吊子保持具の水下側と水上側とから吊子保持具内に装入されるように構成することもできる。また、タイトフレームの平坦部に下側から当てがわれた吊子保持具の底板部と、上記平坦部に上側から当てがわれたライナー受け具とをタイトフレームを上下に挟んで固定し、吊子保持具の吊子押え部とライナー受け具との間にライナー材を介して吊子を装入してもよい。これらの構成によって、施工性を向上させることができる。   The liner material can be divided into two parts in the flow direction, and can be configured to be inserted into the suspension holder from the water side and the water side of the suspension holder, respectively. In addition, the bottom plate part of the hanging element holder applied to the flat part of the tight frame from below and the liner holder applied to the flat part from above are fixed with the tight frame sandwiched vertically. A hanging member may be inserted through a liner material between the hanging member pressing portion of the child holding member and the liner receiving member. With these configurations, workability can be improved.

上述のように構成される本発明の折板屋根の支持構造によれば、折板の熱伸縮が大きい場合でも吊子及び吊子保持具を強固に、かつ長期にわたって安定的に保持することができ、屋根への負圧に対しても締結具の負荷を軽減することができる。また、特殊な形状のタイトフレームを要しないので、施工コストを下げることができる。   According to the support structure of the folded plate roof of the present invention configured as described above, even when the thermal expansion and contraction of the folded plate is large, it is possible to hold the suspension and the suspension holder firmly and stably over a long period of time. It is possible to reduce the load on the fastener against negative pressure on the roof. In addition, since a tight frame with a special shape is not required, the construction cost can be reduced.

以下、本発明の実施の形態について図を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1〜図7は本発明の第一実施例を示す。図1は主要な構成部材の斜視図であり、図2〜図5はそれらの組立手順を示す斜視図、図6〜図7は施工後の断面図である。例示の支持構造は、タイトフレーム20、吊子保持具60a、ライナー材70a、吊子30、折板1等によって構成される。   1 to 7 show a first embodiment of the present invention. FIG. 1 is a perspective view of main constituent members, FIGS. 2 to 5 are perspective views showing their assembly procedures, and FIGS. 6 to 7 are sectional views after construction. The exemplary support structure is constituted by the tight frame 20, the suspension holder 60a, the liner material 70a, the suspension 30, the folded plate 1, and the like.

タイトフレーム20は、頂部よりも一段下がった位置に平坦部22を具備する。この平坦部22には、二ヶ所のボルト挿通孔23が、タイトフレーム20の板幅方向すなわち屋根の流れ方向に適宜間隔をあけて形成されている。   The tight frame 20 includes a flat portion 22 at a position one step lower than the top portion. Two bolt insertion holes 23 are formed in the flat portion 22 at an appropriate interval in the plate width direction of the tight frame 20, that is, the flow direction of the roof.

吊子保持具60aは、鋼材その他の金属材料からなる部材で、流れ方向に適宜の長さ(タイトフレーム20の板幅の3〜4倍程度)を有する底板部61と、底板部61の一方の側縁から立ち上げられた吊子押え部62と、底板部61の他方の側縁から立ち上げられた補強リブ63aとを具備する。吊子押え部62は、流れ方向にタイトフレーム20の板幅分だけ離れて前後一対に設けられており、起立片64と、水平片65と、垂下片66とからなる下向きに開口した溝形の断面形状をなしている。この吊子保持具60aは、図2〜図3に示すように、前後の吊子押え部62の間にタイトフレーム20の平坦部22を挟むようにしてタイトフレーム20の下側から当てがわれ、底板部61が平坦部22の下側に重ねられる。底板部61の中央付近には、タイトフレーム20に形成されたボルト挿通孔23と合致する二ヶ所のボルト挿通孔67が形成されているが、この段階では、まだ吊子保持具60aは固定されない。   The suspension retainer 60a is a member made of steel or other metal material, and includes a bottom plate portion 61 having an appropriate length (about 3 to 4 times the plate width of the tight frame 20) in the flow direction, and one of the bottom plate portions 61. And a reinforcing rib 63a raised from the other side edge of the bottom plate portion 61. The suspension presser portions 62 are provided in a pair of front and rear portions that are separated from each other by the plate width of the tight frame 20 in the flow direction, and are formed in a groove shape that is opened downward and includes standing pieces 64, horizontal pieces 65, and hanging pieces 66. It has a cross-sectional shape. As shown in FIG. 2 to FIG. 3, the suspension holder 60 a is applied from the lower side of the tight frame 20 with the flat portion 22 of the tight frame 20 sandwiched between the front and rear suspension retainers 62. The part 61 is overlaid on the lower side of the flat part 22. Near the center of the bottom plate portion 61, two bolt insertion holes 67 that coincide with the bolt insertion holes 23 formed in the tight frame 20 are formed, but at this stage, the suspension holder 60a is not yet fixed. .

ライナー材70aは高潤滑性樹脂材料からなる部材で、タイトフレーム20を挟んで対称形状をなすように、流れ方向に二分割されている。各ライナー材70aは、吊子保持具60aの吊子押え部62内に内接するように形成された吊子ガイド部71と、吊子ガイド部71の一端から突出したタイトフレーム押え片72とを具備する。吊子ガイド部71には、後述する吊子30の下部を挿装するための略コ字形のガイド溝73が形成されている。タイトフレーム押え片72は、吊子ガイド部71を吊子押え部62内に装入したときにタイトフレーム20の平坦部22の上面に重なる位置に突設されている。各タイトフレーム押え片72には六角穴74が一ヶ所ずつ形成されている。   The liner material 70a is a member made of a highly-lubricating resin material, and is divided into two in the flow direction so as to form a symmetrical shape with the tight frame 20 in between. Each liner material 70a includes a hanger guide portion 71 formed so as to be inscribed in a hanger presser portion 62 of the hanger retainer 60a, and a tight frame presser piece 72 protruding from one end of the hanger guide portion 71. It has. A substantially U-shaped guide groove 73 for inserting a lower part of the hanging element 30 described later is formed in the hanging element guide portion 71. The tight frame pressing piece 72 protrudes at a position overlapping the upper surface of the flat portion 22 of the tight frame 20 when the hanging piece guide portion 71 is inserted into the hanging piece holding portion 62. Each tight frame holding piece 72 has one hexagonal hole 74 formed therein.

図3〜図4に示すように、タイトフレーム20の下側に吊子保持具60aを当てがった状態で、吊子保持具60aの流れ方向両側(水下側及び水上側)から各ライナー材70aを吊子押え部62内に装入すると、タイトフレーム押え片72が平坦部22の上側に重なり、タイトフレーム押え片72と底板部61との間に平坦部22を挟み込んだ状態で仮止めされる。ここで、タイトフレーム押え片72の六角穴74及びボルト挿通孔23、67に上方から六角ボルト51を挿入し、下方から座金52及びナット53を装着して締結すると、タイトフレーム20に吊子保持具60a及びライナー材70aが固定される。ライナー材70aのタイトフレーム押え片72は、その厚さが六角ボルト51の頭部の厚さよりも大きくなるように形成されていて、これによりガイド溝73の底面が平坦になる。   As shown in FIG. 3 to FIG. 4, in a state in which the suspension retainer 60 a is applied to the lower side of the tight frame 20, each liner from the both sides in the flow direction (the water side and the water upper side) of the suspension retainer 60 a. When the material 70 a is inserted into the retainer presser part 62, the tight frame presser piece 72 overlaps the upper side of the flat part 22, and the flat part 22 is temporarily sandwiched between the tight frame presser piece 72 and the bottom plate part 61. Stopped. Here, when the hexagonal bolt 51 is inserted into the hexagonal hole 74 and the bolt insertion holes 23 and 67 of the tight frame holding piece 72 from above, and the washer 52 and the nut 53 are attached from below and fastened, the suspension is held on the tight frame 20. The tool 60a and the liner material 70a are fixed. The tight frame pressing piece 72 of the liner material 70a is formed so that the thickness thereof is larger than the thickness of the head of the hexagon bolt 51, whereby the bottom surface of the guide groove 73 becomes flat.

吊子30は、金属製板材を折曲加工して形成された部材で、直立部分の頂部には、屋根材のハゼ締め部を形成するための係止部31が設けられている。直立部分の下部には、水平底部32と立上部33とが上向きに開口した溝形断面をなすように形成されている。水平底部32の流れ方向における両端には抜け止め突片34が設けられて、一方が予め下向きに折曲されている。この吊子30は、図4〜図7に示すように、その下部が流れ方向に沿ってライナー材70aのガイド溝73内に挿装され、挿装後に上記他方の抜け止め突片34が下向きに折曲される。このような構造により、吊子30は、タイトフレーム20上で、高潤滑性樹脂材料からなるライナー材70aを介して流れ方向に摺動自在に保持される。吊子30の下部は、吊子保持具60aの吊子押え部62と互いの開口を向かい合わせた係合状態で上方から押え込まれるので、負圧に対しても高い強度が発揮される。また、吊子保持具60aに形成された上向きの補強リブ63aが吊子保持具60aの曲げ剛性を高めるとともに、ライナー材70aの側部を支えて、横方向の強度向上にも寄与する。   The hanging member 30 is a member formed by bending a metal plate material, and a locking portion 31 for forming a roof fastening portion of the roof material is provided at the top of the upright portion. At the lower part of the upright part, a horizontal bottom part 32 and an upright part 33 are formed so as to form a groove-shaped cross section that opens upward. At both ends in the flow direction of the horizontal bottom portion 32, retaining protrusions 34 are provided, and one of them is bent downward in advance. As shown in FIGS. 4 to 7, the lower part of the hanging element 30 is inserted into the guide groove 73 of the liner material 70 a along the flow direction, and the other retaining protrusion 34 faces downward after the insertion. It will be bent. With such a structure, the suspension 30 is held on the tight frame 20 so as to be slidable in the flow direction via the liner material 70a made of a highly-lubricating resin material. Since the lower part of the hanging element 30 is pressed from above in an engaged state in which the opening of the hanging element holder 60 a and the opening part 62 are opposed to each other, a high strength is exhibited even against negative pressure. Further, the upward reinforcing ribs 63a formed on the suspension retainer 60a increase the bending rigidity of the suspension retainer 60a, and also support the side portions of the liner material 70a, thereby contributing to an improvement in lateral strength.

図8〜図15は本発明の第二実施例を示す。図8は主要な構成部材の斜視図であり、図9〜図13はそれらの組立手順を示す斜視図、図14〜図15は施工後の断面図である。例示の支持構造は、タイトフレーム20、吊子保持具60b、ライナー受け具80、ライナー材70b、吊子30、折板1等によって構成される。   8 to 15 show a second embodiment of the present invention. FIG. 8 is a perspective view of main constituent members, FIGS. 9 to 13 are perspective views showing their assembling procedures, and FIGS. 14 to 15 are sectional views after construction. The exemplary support structure includes the tight frame 20, the suspension holder 60 b, the liner receiver 80, the liner material 70 b, the suspension 30, the folded plate 1, and the like.

タイトフレーム20及び吊子30の構成は上記第一実施例と同じである。   The configurations of the tight frame 20 and the hanging member 30 are the same as those in the first embodiment.

吊子保持具60bは、上記第一実施例に係る吊子保持具60aと同様に、流れ方向に適宜の長さを有する底板部61と、底板部61の一方の側縁からタイトフレーム20の板幅分だけ離して立ち上げられた前後一対の吊子押え部62とを具備しているが、この形態では、補強リブ63bが底板部61の他方の側縁から下向きに折曲されている。底板部61に二ヶ所のボルト挿通孔67が形成されること、及び吊子押え部62が起立片64と水平片65と垂下片66とからなる溝形の断面形状をなすのは第一実施例と同様である。この吊子保持具60bも、図9〜図10に示すように、前後の吊子押え部62の間にタイトフレーム20の平坦部22を挟むようにしてタイトフレーム20の下側から当てがわれ、底板部61が平坦部22の下側に重ねられる。   The hanging device holder 60b is similar to the hanging device holding device 60a according to the first embodiment, and includes a bottom plate portion 61 having an appropriate length in the flow direction, and a tight edge of the tight frame 20 from one side edge of the bottom plate portion 61. In this embodiment, the reinforcing rib 63b is bent downward from the other side edge of the bottom plate portion 61. . It is the first embodiment that two bolt insertion holes 67 are formed in the bottom plate portion 61, and that the retainer presser portion 62 has a groove-like cross-sectional shape composed of a standing piece 64, a horizontal piece 65, and a hanging piece 66. Similar to the example. As shown in FIGS. 9 to 10, the suspension holder 60 b is also applied from the lower side of the tight frame 20 so as to sandwich the flat portion 22 of the tight frame 20 between the front and rear suspension retainers 62. The part 61 is overlaid on the lower side of the flat part 22.

ライナー受け具80は、吊子保持具60bと略同寸の長さを有する金属板製の部材で、直立部81と水平部82とを具備し、水平部82の中央付近には、タイトフレーム20に形成されたボルト挿通孔23と合致する二ヶ所のボルト挿通孔83が形成されている。水平部82の下側には、一部を切り欠いて下向きに折り返した脚片84と、水平部82の縁部から下向きに延設した脚片85が、それぞれ流れ方向に少なくともタイトフレーム20の板幅分だけ離れて前後一対に突設されている。これらの脚片84、85の高さは、タイトフレーム20の平坦部22の厚さに揃えられている。このライナー受け具80は、図10〜図11に示すように、脚片84、85がタイトフレーム20を跨ぐようにして、タイトフレーム20の平坦部22及び吊子保持具60bの底板部61に重ねられる。   The liner receiver 80 is a member made of a metal plate having substantially the same length as that of the suspension holder 60b, and includes an upright portion 81 and a horizontal portion 82. A tight frame is provided near the center of the horizontal portion 82. Two bolt insertion holes 83 that coincide with the bolt insertion holes 23 formed in 20 are formed. On the lower side of the horizontal portion 82, a leg piece 84 that is partially cut back and folded downward, and a leg piece 85 that extends downward from the edge of the horizontal portion 82, respectively, is at least the tight frame 20 in the flow direction. A pair of front and rear projections are provided apart by the width of the plate. The height of these leg pieces 84 and 85 is equal to the thickness of the flat portion 22 of the tight frame 20. As shown in FIGS. 10 to 11, the liner receiver 80 is formed on the flat portion 22 of the tight frame 20 and the bottom plate portion 61 of the suspension holder 60 b so that the leg pieces 84 and 85 straddle the tight frame 20. Overlaid.

ライナー材70bは、この形態では吊子保持具60bと略同寸の長さを有する一個の部材として形成される。ライナー材70bは、吊子保持具60bの吊子押え部62とライナー受け具80とによって囲まれたスペースに内接する前後一対の吊子ガイド部71と、前後の吊子ガイド部71を連絡する平らな固定部75とを具備する。吊子ガイド部71には、吊子30の下部を挿装するための略コ字形のガイド溝73が形成されている。また、固定部は、六角ボルト51の頭部の厚さよりも大きくなる厚さに形成されていて、中央付近には二ヶ所の六角穴74が形成されている。   In this embodiment, the liner material 70b is formed as a single member having a length approximately the same as that of the suspension retainer 60b. The liner material 70b communicates a pair of front and rear suspension guide portions 71 inscribed in a space surrounded by the suspension retainer 62 and the liner receiver 80 of the suspension retainer 60b, and the front and rear suspension guide portions 71. And a flat fixing portion 75. A substantially U-shaped guide groove 73 for inserting the lower part of the hanging element 30 is formed in the hanging element guide portion 71. Further, the fixing portion is formed to have a thickness larger than the thickness of the head of the hexagon bolt 51, and two hexagon holes 74 are formed near the center.

図11〜図12に示すように、タイトフレーム20の下側に吊子保持具60bを当てがい、タイトフレーム20上にはライナー受け具80を載せた状態で、吊子保持具60bの流れ方向一方から(水下側又は水上側)からライナー材70bを吊子押え部62内に装入すると、吊子保持具60b、ライナー受け具80、及びライナー材70bが、タイトフレーム20の平坦部22を挟み込んだ状態で仮止めされる。ここで、ライナー材70bの六角穴74、及びライナー受け具80、タイトフレーム20、吊子保持具60bの各ボルト挿通孔83、23、67に上方から六角ボルト51を挿入し、下方から座金52及びナット53を装着して締結すると、タイトフレーム20に吊子保持具60b、ライナー受け具80及びライナー材70bが固定される。   As shown in FIGS. 11 to 12, the suspension holder 60 b is applied to the lower side of the tight frame 20 and the liner holder 80 is placed on the tight frame 20. When the liner material 70b is inserted into the suspension retainer 62 from one side (underwater or above water), the suspension holder 60b, the liner receiver 80, and the liner material 70b become the flat portion 22 of the tight frame 20. It is temporarily fixed in the state where it is inserted. Here, the hexagon bolts 51 are inserted from above into the hexagon holes 74 of the liner material 70b and the bolt insertion holes 83, 23, 67 of the liner receiver 80, the tight frame 20, and the suspension holder 60b, and the washer 52 from below. When the nut 53 is attached and fastened, the suspension holder 60b, the liner receiver 80, and the liner material 70b are fixed to the tight frame 20.

吊子30は、図12〜図15に示すように、その下部が流れ方向に沿ってライナー材70bのガイド溝73内に挿装され、挿装後には上記他方の抜け止め突片34が下向きに折曲される。このような構造により、吊子30は、タイトフレーム20及びライナー受け具80上で、高潤滑性樹脂材料からなるライナー材70bを介して流れ方向に摺動自在に保持される。上記第一実施例と同様に、吊子30の下部は、吊子保持具60bの吊子押え部62と互いの開口を向かい合わせた係合状態で上方から押え込まれるので、負圧に対しても高い強度が発揮される。この実施例では、吊子保持具60bに形成された下向きの補強リブ63が吊子保持具60bの曲げ剛性を高める一方、ライナー受け具80の直立部81がライナー材70bの側部を支えて、横方向の強度向上に寄与する。さらに、この実施例では、タイトフレーム20上に載せたライナー受け具80によってタイトフレーム20上に平坦面を形成することにより、ライナー材70bの高さ寸法を小さくして、高潤滑性樹脂材料の使用量を節減することができる。   As shown in FIGS. 12 to 15, the lower part of the hanging element 30 is inserted into the guide groove 73 of the liner material 70 b along the flow direction, and after the insertion, the other retaining protrusion 34 faces downward. It will be bent. With such a structure, the hanging element 30 is held on the tight frame 20 and the liner receiver 80 so as to be slidable in the flow direction via the liner material 70b made of a highly lubricating resin material. Similarly to the first embodiment, the lower part of the hanging element 30 is pressed from above with the hanging element holding portion 62 of the hanging element holding tool 60b and the respective openings facing each other. Even high strength is exhibited. In this embodiment, the downward reinforcing ribs 63 formed on the suspension retainer 60b increase the bending rigidity of the suspension retainer 60b, while the upright portion 81 of the liner receiver 80 supports the side portion of the liner material 70b. Contributes to the improvement of lateral strength. Furthermore, in this embodiment, by forming a flat surface on the tight frame 20 by the liner receiver 80 placed on the tight frame 20, the height dimension of the liner material 70b is reduced, and the high lubricity resin material is made. The amount used can be saved.

本発明の第1実施形態に係る主要な構成部材の斜視図である。It is a perspective view of the main component members concerning a 1st embodiment of the present invention. 上記実施形態の組立手順を示す斜視図である。It is a perspective view which shows the assembly procedure of the said embodiment. 同じく、図2に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 同じく、図3に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 同じく、図4に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 上記実施形態の施工後の状態を示す流れ方向と直交方向の断面図である。It is sectional drawing of the direction orthogonal to the flow direction which shows the state after construction of the said embodiment. 上記実施形態の施工後の状態を示す流れ方向の断面図である。It is sectional drawing of the flow direction which shows the state after construction of the said embodiment. 本発明の第2実施形態に係る主要な構成部材の斜視図である。It is a perspective view of the main component members concerning a 2nd embodiment of the present invention. 上記実施形態の組立手順を示す斜視図である。It is a perspective view which shows the assembly procedure of the said embodiment. 同じく、図9に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 同じく、図10に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 同じく、図11に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 同じく、図12に続く組立手順を示す斜視図である。Similarly, it is a perspective view which shows the assembly procedure following FIG. 上記実施形態の施工後の状態を示す流れ方向と直交方向の断面図である。It is sectional drawing of the direction orthogonal to the flow direction which shows the state after construction of the said embodiment. 上記実施形態の施工後の状態を示す流れ方向の断面図である。It is sectional drawing of the flow direction which shows the state after construction of the said embodiment. 従来の一般的な折板屋根の支持構造を示す断面図である。It is sectional drawing which shows the support structure of the conventional common folded-plate roof. 特許文献1に記載された折板屋根の熱伸縮を吸収する構造を示す斜視図である。It is a perspective view which shows the structure which absorbs the thermal expansion and contraction of the folded-plate roof described in patent document 1. FIG. 同じく、特許文献1に記載された折板屋根の熱伸縮を吸収する他の構造を示す斜視図である。Similarly, it is a perspective view which shows the other structure which absorbs the thermal expansion and contraction of the folded-plate roof described in patent document 1. FIG.

符号の説明Explanation of symbols

1 折板
20 タイトフレーム
22 平坦部
30 吊子
31 係止部
60a 吊子保持具
60b この吊子保持具
61 底板部
62 吊子押え部
70a ライナー材
70b ライナー材
80 ライナー受け具
DESCRIPTION OF SYMBOLS 1 Folding plate 20 Tight frame 22 Flat part 30 Hanging element 31 Locking part 60a Hanging element holder 60b This hanging element holder 61 Bottom plate part 62 Hanging element presser part 70a Liner material 70b Liner material 80 Liner holder

Claims (4)

屋根構面上に固定されたタイトフレームに吊子保持具を取り付け、この吊子保持具に吊子を屋根の流れ方向に沿って摺動自在に保持せしめ、吊子の頂部に形成した係止部に折板のハゼ継ぎ部を形成する折板屋根の支持構造において、
吊子保持具は、タイトフレームに形成された平坦部に下側から当てがわれて該平坦部に固定される底板部と、この底板部からタイトフレームを流れ方向に挟んで立ち上げられた吊子押え部とを具備し、吊子押え部の断面が下向きに開口する溝形に形成されるとともに、
吊子は、その下部の断面が上向きに開口する溝形に形成され、該下部が上記タイトフレームの平坦部と吊子保持具の吊子押え部との間に装入されて、吊子押え部と互いの開口を向かい合わせた係合状態で保持されることを特徴とする折板屋根の支持構造。
A suspension retainer is attached to a tight frame fixed on the roof construction surface, and the suspension retainer is slidably held along the flow direction of the roof, and is formed on the top of the suspension. In the support structure of the folded-plate roof that forms the seam joint of the folded plate in the part,
The hanging device holder is applied to the flat portion formed on the tight frame from below and fixed to the flat portion, and the suspension is raised from the bottom plate portion with the tight frame sandwiched in the flow direction. And a child presser part, and the cross section of the handle presser part is formed in a groove shape that opens downward,
The hanging part is formed in a groove shape in which a cross section of the lower part is opened upward, and the lower part is inserted between the flat part of the tight frame and the hanging part of the hanging part holder, The support structure of the folded-plate roof characterized by being hold | maintained in the engagement state which faced the opening of each part and each other.
請求項1に記載の折板屋根の支持構造において、吊子保持具の吊子押え部及びタイトフレームの平坦部と、吊子の下部との間に、高潤滑性樹脂材料からなるライナー材が介装されたことを特徴とする折板屋根の支持構造。   In the support structure of the folded-plate roof of Claim 1, the liner material which consists of a highly-lubricating resin material is provided between the hanger holding part of a hanger holder, the flat part of a tight frame, and the lower part of a hanger. A folded roof support structure characterized by being interposed. 請求項2に記載の折板屋根の支持構造において、ライナー材は流れ方向に二分割され、それぞれ吊子保持具の水下側と水上側とから吊子保持具内に装入されることを特徴とする折板屋根の支持構造。   The support structure of the folded-plate roof of Claim 2 WHEREIN: A liner material is divided into 2 to a flow direction, and it is inserted in a suspension retainer from the water side and the water upper side of a suspension retainer, respectively. Characteristic support structure for folded plate roof. 請求項2に記載の折板屋根の支持構造において、タイトフレームの平坦部に下側から当てがわれた吊子保持具の底板部と、上記平坦部に上側から当てがわれたライナー受け具とがタイトフレームを上下に挟んで固定され、吊子保持具の吊子押え部とライナー受け具との間にライナー材を介して吊子が装入されたことを特徴とする折板屋根の支持構造。   The support structure of the folded-plate roof of Claim 2 WHEREIN: The bottom plate part of the suspension holder applied from the lower side to the flat part of the tight frame, and the liner receiver applied from the upper side to the flat part Is supported with a tight frame sandwiched between top and bottom, and a suspension is inserted between the suspension retainer holding portion of the suspension retainer and the liner receiver via a liner material. Construction.
JP2006036905A 2006-02-14 2006-02-14 Support structure for folded plate roof Expired - Fee Related JP4705859B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11141061A (en) * 1997-11-07 1999-05-25 Sumitomo Metal Steel Products Inc Saddle
JP2000248691A (en) * 1998-12-28 2000-09-12 Sumitomo Metal Steel Products Inc Saddle

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11141061A (en) * 1997-11-07 1999-05-25 Sumitomo Metal Steel Products Inc Saddle
JP2000248691A (en) * 1998-12-28 2000-09-12 Sumitomo Metal Steel Products Inc Saddle

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