JP2505398Y2 - Folding board roof structure - Google Patents

Folding board roof structure

Info

Publication number
JP2505398Y2
JP2505398Y2 JP4844193U JP4844193U JP2505398Y2 JP 2505398 Y2 JP2505398 Y2 JP 2505398Y2 JP 4844193 U JP4844193 U JP 4844193U JP 4844193 U JP4844193 U JP 4844193U JP 2505398 Y2 JP2505398 Y2 JP 2505398Y2
Authority
JP
Japan
Prior art keywords
plate body
suspension
tight frame
side end
bent
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP4844193U
Other languages
Japanese (ja)
Other versions
JPH0719440U (en
Inventor
猛 小山田
Original Assignee
城東機械製造株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 城東機械製造株式会社 filed Critical 城東機械製造株式会社
Priority to JP4844193U priority Critical patent/JP2505398Y2/en
Publication of JPH0719440U publication Critical patent/JPH0719440U/en
Application granted granted Critical
Publication of JP2505398Y2 publication Critical patent/JP2505398Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案は、施工が簡単で安全か
つ安価な折板屋根構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a folded plate roof structure which is easy to construct, safe and inexpensive.

【0002】[0002]

【従来の技術】折板屋根は、図9に示すように、所定幅
及び長さの金属板を折曲げて両側壁が傾斜した断面凹字
型等の溝形をした所定長さの折板本体20を形成し、こ
の折板本体20を建屋等の屋根を葺施工すべき梁30の
上に溶接31にて固定したタイトフレーム10に合わせ
載せて敷き並べ、かつ、互いに隣接する長手方向の側端
部21,21aを重ね合わせるか、嵌合するか又ははぜ
締めして連結する。
2. Description of the Related Art As shown in FIG. 9, a folded plate roof is a folded plate having a predetermined length formed by bending a metal plate having a predetermined width and length and having a groove shape such as a concave cross section in which both side walls are inclined. The main body 20 is formed, and the folded plate main body 20 is laid and placed on the beam 30 on which the roof of a building or the like is to be installed by fitting it to the tight frame 10 fixed by welding 31, and adjacent to each other in the longitudinal direction. The side end portions 21 and 21a are overlapped with each other, fitted with each other, or swaged together to be connected.

【0003】重ね合わせ形は、タイトフレーム10の山
部10a又は谷部10dに、図示しないが、剣先型のボ
ルトが設けられており、このボルトを折板本体20の長
手側両端部に穿設した孔に貫通し、パッキンを用いてナ
ットにより締付固定する折板施工方法である。
In the superposed type, a sword-tip type bolt (not shown) is provided on the mountain portion 10a or the valley portion 10d of the tight frame 10, and these bolts are bored at both longitudinal end portions of the folding plate body 20. It is a folding plate construction method in which the hole is penetrated and the nut is tightened and fixed by using a packing.

【0004】嵌合形は折板本体20の両側端部21,2
1aに断面逆U字型、逆V字型、コ字型又は横長C字型
等の嵌合部を形成し、タイトフレーム10に合わせ載せ
た折板本体20を吊子66と吊子固定用具で固定し、嵌
合部を互いに嵌め合わせる折板施工方法である。
The fitting type is both side end portions 21 and 2 of the folded plate body 20.
1a is formed with a fitting portion having an inverted U-shaped, inverted V-shaped, U-shaped, or horizontally long C-shaped cross section, and the folding plate body 20 placed on the tight frame 10 is mounted on the suspension 66 and the suspension fixing tool. It is a folding plate construction method in which the fitting parts are fixed to each other and the fitting parts are fitted to each other.

【0005】はぜ締形は、折板本体20の長手方向両側
端部21,21aにはぜ部を形成するとともに、タイト
フレーム10に合わせ載せた折板本体20を吊子66と
吊子固定用具を用いて固定し、はぜ部をはぜ締結機で締
付ける折板施工方法である。
In the crimp type, the folding plate main body 20 is fitted with tight portions 10 at both ends 21 and 21a in the longitudinal direction, and the folding plate main body 20 mounted on the tight frame 10 is fixed to the suspension 66 and the suspension. This is a folded plate construction method in which the seams are fixed using tools and the seams are tightened with a seam fastener.

【0006】吊子66は、図10に示すように、直角に
曲げた板体の水平部67にボルト挿通孔68を設け、垂
直部69の上部に逆U字型の曲げ部70を有する。吊子
固定用具は、ボルト63、ワッシャー64及び座金65
からなる。そして、吊子66を固定するため、タイトフ
レーム10の山部10aの頂部に段部10bを形成し、
この段部10bに透孔61を穿設し、その透孔61の背
面にナット62を溶接等で固定し、このナット62にワ
ッシャー64及び座金65を介してボルト63を螺合す
るのである。
As shown in FIG. 10, the hanger 66 has a bolt insertion hole 68 in a horizontal part 67 of a plate bent at a right angle, and an inverted U-shaped bent part 70 above the vertical part 69. The hanger fixing tool is a bolt 63, a washer 64, and a washer 65.
Consists of Then, in order to fix the hanger 66, a step portion 10b is formed on the top of the mountain portion 10a of the tight frame 10,
A through hole 61 is formed in the step portion 10b, a nut 62 is fixed to the back surface of the through hole 61 by welding or the like, and a bolt 63 is screwed into the nut 62 via a washer 64 and a washer 65.

【0007】なお、図11に示すように、タイトフレー
ム10の段部側壁10cに角孔71を穿ち、この角孔7
1に係合する段付きボルト72と座金65やワッシャー
64を介在してナット62で固定する平板状の吊子66
aもある。吊子66aにはボルト挿通孔68が穿設され
ている。この吊子66aは曲げ部70が断面コ字型であ
る。なお、曲げ部70の形状についてはコ字型以外に断
面逆U字型、逆V字型、コ字型又は横長C字型等がある
ことは前述の通りである。
As shown in FIG. 11, a square hole 71 is formed in the step side wall 10c of the tight frame 10, and the square hole 7 is formed.
1. A flat plate-like suspender 66 fixed by a nut 62 with a stepped bolt 72 engaging with 1, a washer 65 and a washer 64 interposed.
There is also a. A bolt insertion hole 68 is formed in the hanger 66a. The bent portion 70 of the suspension 66a has a U-shaped cross section. As described above, the shape of the bent portion 70 may be an inverted U-shape, an inverted V-shape, a U-shape, a horizontally long C-shape, or the like other than the U-shape.

【0008】したがって、上記吊子66を用いて折板構
造屋根を施工するときは、図9において、山部10aの
片面に折板本体20を合わせ載せた後、タイトフレーム
10の上でその側端部21に、吊子66の曲げ部70を
嵌合して水平部67を段部10bに載せて合致するボル
ト挿通孔68から透孔61に、ボルト63をワッシャー
64と座金65を通して挿入し、ナット62に螺合して
締結する。
Therefore, when constructing a folded-plate structure roof using the above-mentioned suspenders 66, the folded-plate main body 20 is placed on one side of the mountain portion 10a in FIG. Insert the bolt 63 through the washer 64 and the washer 65 into the through hole 61 from the bolt insertion hole 68 that fits the bent portion 70 of the hanger 66 to the end portion 21 and mounts the horizontal portion 67 on the step portion 10b. , The nut 62 is screwed and fastened.

【0009】また、吊子66aを用いて折板構造屋根を
施工するときは、図9において、山部10aの片面に折
板本体20を合わせ載せた後、タイトフレーム10の上
でその側端部21に、吊子66aの曲げ部70を嵌合し
て角孔71から段付きボルト72をボルト挿通孔68に
挿入し、座金65とワッシャー64を通しナット62に
螺合して締結するという作業であった。
When constructing a folded plate structure roof using the suspension members 66a, the folded plate body 20 is placed on one side of the mountain portion 10a in FIG. It is said that the bent portion 70 of the hanger 66a is fitted to the portion 21, the stepped bolt 72 is inserted into the bolt insertion hole 68 from the square hole 71, and the washer 65 and the washer 64 are screwed into the through nut 62 to be fastened. It was work.

【0010】[0010]

【考案が解決しようとする課題】しかしながら、前記従
来の折板施工方法では吊子66,66aとボルト63、
段付きボルト72、ワッシャー65及び座金64などの
吊子固定用具を用いるから、高所にてボルト63,72
と座金64やワッシャー65等の複数の部品を扱い、細
かい繁雑な作業が必要であるため、これらの一つを紛失
したり、若しくは落下して下に居る作業員に怪我をさせ
る等の危険性があった。
However, in the conventional folding plate construction method, the suspensions 66, 66a and the bolts 63,
Since the stepping bolts 72, the washer 65, and the washer 64 and other suspender fixing tools are used, the bolts 63, 72 at high places
Since multiple parts such as the washer 64 and the washer 65 are handled, and detailed and complicated work is required, there is a risk that one of them will be lost or dropped and injured a worker below. was there.

【0011】しかも、梁30の上での施工場所が進展移
動するのに伴い、作業員は前記部品の運搬もしなければ
ならないから、作業性が低下する。また、数種の細かい
前記部品を扱うため、特に冬期の施工作業では気温が低
くて手が自由にならないため時間がかかり、工期の遅滞
が生じる等の不具合が生じていた。
Moreover, as the construction site on the beam 30 moves and moves, the worker also has to carry the above-mentioned parts, which lowers the workability. Further, since several kinds of fine parts are handled, it is time consuming because the temperature is low and the hands cannot be freed during the construction work especially in winter, which causes a delay in the construction period.

【0012】そこで、この考案は繁雑な複数種類の部品
を扱うことなく、しかも部品の紛失や落下を生じさせ
ず、したがって、コスト安価にして施工性が良好で作業
の安全性を確保できる折板構造屋根を提供する。
Therefore, the present invention does not handle complicated plural kinds of parts, and does not cause the parts to be lost or dropped. Therefore, the cost is low, the workability is good, and the work safety is ensured. Providing a structural roof.

【0013】[0013]

【課題を解決するための手段】この考案の折板屋根構造
は、所定幅及び長さの板体に、折板本体の側端部を嵌合
する曲げ部を形成した垂直部と、該垂直部に直交して連
続する水平部と、該水平部に穿設された長孔と、前記水
平部の左右両側に鋭角の曲げ頂部を介して斜め下方へ延
伸する足部と、該足部の間に形成されて前記長孔に対応
する隙間とを形成してなる吊子を、建屋の梁に固定する
タイトフレームに前記足部を接触させて長孔と隙間を貫
通するボルトで仮組みしてなることを特徴とする。
SUMMARY OF THE INVENTION A folded plate roof structure of the present invention includes a plate member having a predetermined width and length, a vertical portion formed with a bent portion for fitting a side end portion of a folded plate body, and the vertical portion. Horizontal portion that is orthogonal to the horizontal portion, a long hole formed in the horizontal portion, a foot portion that extends obliquely downward on both the left and right sides of the horizontal portion through bent apex portions with acute angles, and a foot portion of the foot portion. A suspender, which is formed between and forms a gap corresponding to the elongated hole, is temporarily assembled with a bolt that penetrates the elongated hole and the gap by bringing the foot portion into contact with a tight frame that is fixed to the beam of the building. It is characterized by

【0014】[0014]

【作用】吊子はタイトフレームにボルトで仮組みして工
場生産し、折板本体を葺施工する現場においてタイトフ
レームに折板本体を合わせ載せるとき、吊子が折板本体
をまだ葺いてない片側に傾斜しているために、現場で折
板本体を葺施工する邪魔にならない。
[Operation] The suspension is temporarily assembled to the tight frame with bolts and manufactured at the factory. When the folded plate body is put on the tight frame at the site where the folded plate body is to be installed, the suspended body does not yet cover the folded plate body. Because it is inclined to one side, it does not interfere with the construction of the folding plate body on the spot.

【0015】そして、現場で吊子の曲げ部を折板本体の
側端部に嵌合すべく回動してボルトを締め付けると、傾
斜していた吊子全体が直立し、水平部が足部に押し付け
られて吊子がタイトフレームに締付固定され、これによ
り折板本体がタイトフレームに固定される。
Then, when the bent portion of the hanger is rotated at the site to fit the side end portion of the folding plate body and the bolt is tightened, the slanted hanger as a whole stands upright and the horizontal portion is the foot part. The suspension is clamped and fixed to the tight frame by being pressed against, whereby the folding plate body is fixed to the tight frame.

【0016】[0016]

【実施例】以下この考案を図に基づき説明する。図1か
ら図3に示すように、吊子1は所定幅及び長さの板体
に、折板本体の側端部を嵌合するための断面逆U字型に
曲げた曲げ部2を形成した幅広の垂直部3と、この垂直
部3に直交して連続する略方形の水平部4と、水平部4
と垂直部3を補強するリブ5と、水平部4に穿設された
長孔6と、水平部4の左右両側に鋭角の曲げ頂部7を介
して斜め下方へ延伸する足部8と、該足部8間に形成さ
れ長孔6に対応する隙間9を形成してなる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The invention will be described below with reference to the drawings. As shown in FIGS. 1 to 3, the suspension 1 has a plate portion having a predetermined width and length, and a bent portion 2 formed by bending the side end portion of the folding plate body into an inverted U-shaped section. A wide vertical portion 3, a substantially rectangular horizontal portion 4 orthogonal to the vertical portion 3 and continuous, and a horizontal portion 4
A rib 5 for reinforcing the vertical portion 3, a long hole 6 formed in the horizontal portion 4, a leg portion 8 extending diagonally downward on both left and right sides of the horizontal portion 4 through acute-angled bent top portions 7, A gap 9 is formed between the legs 8 and corresponds to the long hole 6.

【0017】この吊子1は曲げ部2が断面U字型である
から、折板本体の側端部のはぜ部又は嵌合部の断面形状
が逆U字型であるものに使用するタイプであり、したが
って、折板本体の側端部のはぜ部又は嵌合部の断面形状
がコ字型に形成されているものについては、図4に示す
曲げ部2aを有する吊子1aが使用される。
Since the bending portion 2 of the suspension 1 has a U-shaped cross section, it is used for the folded plate main body having a reverse U-shaped cross-section at the side end or the fitting portion. Therefore, in the case where the cross-sectional shape of the fitting portion or the fitting portion of the side end portion of the folding plate body is formed in a U-shape, the suspension 1a having the bending portion 2a shown in FIG. 4 is used. To be done.

【0018】なお、上記吊子1の曲げ部2,2aは基本
的な例であり、折板本体の側端部のはぜ部又は嵌合部の
断面形状に対応した断面形状、若しくは、折板本体の側
端部のはぜ部又は嵌合部を固定するのに適した形状とな
る。例えば、図5(A)に示すように断面逆V字型の曲
げ部2c、図5(B)に示すように断面横長C字型の曲
げ部2d、図5(C)に示すように断面逆L字型の変形
の曲げ部2e、若しくは、図5(D)に示すように断面
逆L字型の曲げ部2f等がある。
The bent portions 2 and 2a of the suspension 1 are basic examples, and the cross-sectional shape corresponding to the cross-sectional shape of the seam portion or the fitting portion of the side end portion of the folding plate body, or the folded shape. The side end of the plate body has a shape suitable for fixing the seam portion or the fitting portion. For example, a bent portion 2c having an inverted V-shaped cross section as shown in FIG. 5 (A), a bent portion 2d having a laterally long C-shaped cross section as shown in FIG. 5 (B), and a cross section as shown in FIG. 5 (C). There is an inverted L-shaped deformed bent portion 2e, or a bent portion 2f having an inverted L-shaped cross section as shown in FIG.

【0019】上記吊子1は、図6に示すように、梁30
に溶接31で固定したタイトフレーム10の山部10a
の段部10bに、予め工場生産によりボルト12とナッ
ト11で仮組みされる。なお、吊子1を仮組みしたタイ
トフレーム10を現場で梁30に溶接することでもよ
い。
The suspension 1 has a beam 30 as shown in FIG.
Crest portion 10a of the tight frame 10 fixed by welding 31 to the
The bolts 12 and the nuts 11 are temporarily assembled in advance to the stepped portion 10b by factory production. The tight frame 10 in which the suspension 1 is temporarily assembled may be welded to the beam 30 on site.

【0020】この仮組みは、図7に示すように、足部8
がタイトフレーム10の段部10bと接触するように、
ボルト12が前記長孔6から隙間9を経て、段部10b
を貫通し、段部10bの裏面に溶接にて固定されたナッ
ト11に螺合してなる。そのため、吊子1の水平部4と
垂直部3は段部10bに対して傾斜した状態となってお
り、しかも、垂直部3は段部10bの段部側壁10cの
垂直面Aからまだ折板本体を葺いていない片側へ偏倚し
ている。
This temporary assembly, as shown in FIG.
So that it contacts the step 10b of the tight frame 10,
The bolt 12 passes from the long hole 6 through the gap 9 to form the step 10b.
Through, and is screwed to a nut 11 fixed to the back surface of the step portion 10b by welding. Therefore, the horizontal portion 4 and the vertical portion 3 of the suspension 1 are inclined with respect to the step portion 10b, and the vertical portion 3 is still folded from the vertical surface A of the step side wall 10c of the step portion 10b. The body is biased to one side that is not thatched.

【0021】したがって、図6に示すように、折板本体
20をタイトフレーム10に合わせ載せるとき、側端部
21が垂直面Aに沿って真直ぐに静止するように折板本
体20を山部10aの片面に合わせ載せると、図7に示
すように、折板本体20の側端部21と吊子1が干渉す
ることがない。したがって、吊子1をタイトフレーム1
0に仮組みしておくことによる弊害はない。
Therefore, as shown in FIG. 6, when the folding plate body 20 is placed on the tight frame 10, the folding plate body 20 is mounted on the tight frame 10 so that the side ends 21 of the folding plate body 20 stand straight along the vertical plane A. 7, the side end portion 21 of the folding plate body 20 and the hanger 1 do not interfere with each other as shown in FIG. Therefore, the suspension 1 is attached to the tight frame 1
There is no harm caused by temporarily setting it to 0.

【0022】この吊子1で固定する折板本体20は、側
端部21のはぜ部又は嵌合部が断面U字型に形成されて
上方に立ち上がっている。折板本体20の固定は、ボル
ト12を締め付けると、水平部4が足部8と平行にな
り、垂直部3が段部側壁10cと平行で密接するととも
に、曲げ部2が側端部21に嵌合し、折板本体20を固
定する。
The folded plate body 20 fixed by the suspension 1 has a side end 21 having a fitting portion or a fitting portion formed in a U-shaped cross section and rising upward. When the bolts 12 are tightened, the horizontal portion 4 becomes parallel to the foot portion 8 and the vertical portion 3 comes in close contact with the step side wall 10c in parallel and the bending portion 2 is fixed to the side end portion 21. Fit and fix the folding plate body 20.

【0023】そこで、図8に基づき、上記吊子1を仮組
みしたタイトフレーム10に折板本体20を葺施工する
行程に付き説明すると、図8(A)では梁30に固定し
たタイトフレーム10の山部10aの段部10bに吊子
1が仮組みされている状態を示している。
Therefore, referring to FIG. 8, the process of roofing the folding plate main body 20 on the tight frame 10 in which the suspension 1 is temporarily assembled will be described. In FIG. 8A, the tight frame 10 fixed to the beam 30 is shown. The suspension 1 is temporarily assembled to the step 10b of the mountain portion 10a.

【0024】ついで、図8(B)に示すように、山部1
0aの片面に折板本体20が合わせ載せられる。このと
き、折板本体20の側端部21は段部側壁10cに沿っ
て下降する状態で合わせ載せることにより、側端部21
が吊子1と干渉することがないことは前述の通りであ
る。
Next, as shown in FIG. 8B, the mountain portion 1
The folding plate body 20 is placed on one side of the sheet 0a. At this time, the side end portions 21 of the folded plate body 20 are put together in a state of descending along the step side wall 10c, so that the side end portions 21 are
As described above, there is no interference with the hanger 1.

【0025】ついで、図8(C)に示すように、足部8
を水平面から浮かせて垂直部3が段部側壁10cと接触
するように吊子1を回動させ、仮組みしたボルト12を
締め付けると、傾斜状態にある水平部4が段部10bと
平行になり、図8(D)に示すように、足部8と水平部
4が重なり、曲げ部2が折板本体20の側端部21に嵌
合する。垂直部3は段部側壁10bと密着するように、
長孔6を介して吊子1を移動調節する。
Then, as shown in FIG.
Is lifted from the horizontal plane, the suspension 1 is rotated so that the vertical part 3 comes into contact with the step side wall 10c, and the temporarily assembled bolt 12 is tightened, so that the horizontal part 4 in the inclined state becomes parallel to the step 10b. As shown in FIG. 8D, the leg portion 8 and the horizontal portion 4 overlap each other, and the bent portion 2 fits into the side end portion 21 of the folding plate body 20. The vertical portion 3 is closely attached to the step side wall 10b,
The suspension 1 is moved and adjusted through the long hole 6.

【0026】ついで、図8(E)に示すように、山部1
0aの残りの片面に他の折板本体20aを合わせ載せ
る。このとき、折板本体20aの側端部21aを曲げ部
2に嵌合して重ねる。したがって、隣接する折板本体2
0,20aの側端部21,21aが曲げ部2を介在して
3層に重ね合わせられる。これによって嵌合形のものは
施工工事が終了する。
Then, as shown in FIG. 8 (E), the mountain portion 1
The other folding plate body 20a is placed on the remaining one side of 0a. At this time, the side end portion 21a of the folded plate body 20a is fitted and overlapped with the bent portion 2. Therefore, the adjacent folded plate main body 2
The side ends 21 and 21a of 0 and 20a are overlapped in three layers with the bent portion 2 interposed. This completes the construction work for the fitting type.

【0027】そして、図8(F)は、はぜ締形の場合を
示すもので、図8(E)で重ね合わせられた側端部2
1,21aを、はぜ締結機で水が漏れ込まないように互
いに締め付けるとともに内側に曲げ込み、折板本体20
の葺施工が終了する。このはぜ締結の作業は従来の作業
と実質的に同じである。
FIG. 8 (F) shows the case of the crimp type, and the side end portions 2 overlapped with each other in FIG. 8 (E).
1, 21a are fastened to each other by a seam fastener so that water does not leak, and are bent inward, so that the folding plate main body 20
Thatched construction is completed. This seam fastening work is substantially the same as the conventional work.

【0028】かくして、本考案は、吊子1の曲げ部2を
折板本体20の側端部21にかぶせるタイプに適用する
ものである。
Thus, the present invention is applied to a type in which the bent portion 2 of the suspension 1 is placed on the side end portion 21 of the folded plate body 20.

【0029】[0029]

【考案の効果】以上説明したこの考案によれば、梁に固
定したタイトフレームに吊子を仮組みして工場生産を
し、葺施工する現場ではボルトの締付け作業のみで、細
かい部品を取り扱うことなく施工できる。したがって、
施工性が良好で工期の短縮を図ることができる。
[Effects of the Invention] According to the above-described invention, the suspension is temporarily assembled to the tight frame fixed to the beam for factory production, and only the bolt tightening work is performed at the construction site of the thatch to handle fine parts. Can be installed without. Therefore,
The workability is good and the construction period can be shortened.

【0030】また、ボルトやナットその他ワッシャーや
座金を一切取扱わないので、それらの部品を紛失した
り、下方へ落下させて負傷者を出すこともなく、安全性
が高く、しかもコスト低下をもたらす、などの効果を奏
する。
Further, since bolts, nuts, washers and washers are not handled at all, there is no loss of those parts or dropping downwards to cause injuries, high safety and cost reduction. And other effects.

【図面の簡単な説明】[Brief description of drawings]

【図1】この考案にかかる吊子の斜視正面図。FIG. 1 is a perspective front view of a suspension according to the present invention.

【図2】この考案にかかる吊子の斜視背面図。FIG. 2 is a perspective rear view of the suspension according to the present invention.

【図3】この考案にかかる吊子の反転斜視背面図。FIG. 3 is an inverted perspective rear view of the suspension according to the present invention.

【図4】(A)から(D)はこの考案にかかる吊子の他
例を示す斜視正面図。
FIG. 4A to FIG. 4D are perspective front views showing another example of the suspension according to the present invention.

【図5】この考案にかかる吊子のさらに他の例を示す斜
視正面図。
FIG. 5 is a perspective front view showing still another example of the suspension according to the present invention.

【図6】この考案にかかる吊子を用いた折板屋根の斜視
図。
FIG. 6 is a perspective view of a folded plate roof using the suspension according to the present invention.

【図7】図5の部分側面図。7 is a partial side view of FIG.

【図8】(A)から(F)は本考案の吊子を用いた折板
屋根の施工行程図。
8 (A) to (F) are process diagrams of a folded plate roof using the suspension of the present invention.

【図9】従来の折板屋根の斜視図。FIG. 9 is a perspective view of a conventional folded plate roof.

【図10】従来の吊子を示す斜視図。FIG. 10 is a perspective view showing a conventional hanger.

【図11】従来の吊子を示す斜視図。FIG. 11 is a perspective view showing a conventional hanger.

【符号の説明】[Explanation of symbols]

1,1a…吊子 2,2a〜2f…曲げ部 3…垂直部 4…水平部 5…リブ 6…長孔 7…曲げ頂部 8…足部 9…隙間 10…タイトフレーム 10a…山部 10b…段部 10c…段部側壁 11…ナット 12…ボルト 20…折板本体 21…側端部(嵌合部) 30…梁 1, 1a ... Suspension 2, 2a-2f ... Bending part 3 ... Vertical part 4 ... Horizontal part 5 ... Rib 6 ... Long hole 7 ... Bending top part 8 ... Foot part 9 ... Gap 10 ... Tight frame 10a ... Mountain part 10b ... Step portion 10c ... Step portion side wall 11 ... Nut 12 ... Bolt 20 ... Folded plate body 21 ... Side end (fitting portion) 30 ... Beam

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 所定幅及び長さの板体に、折板本体の側
端部を嵌合する曲げ部を形成した垂直部と、該垂直部に
直交して連続する水平部と、該水平部に穿設された長孔
と、該水平部の左右両側に鋭角の曲げ頂部を介して斜め
下方へ延伸する足部と、該足部の間に形成されて前記長
孔に対応する隙間とを形成してなる吊子を、建屋の梁に
固定するタイトフレームに前記足部を接触させて長孔と
隙間を貫通するボルトで仮組みしてなることを特徴とす
る折板屋根構造。
1. A vertical portion in which a bent portion that fits a side end portion of a folding plate body is formed in a plate body having a predetermined width and length, a horizontal portion that is continuous perpendicularly to the vertical portion, and the horizontal portion. A long hole formed in the portion, foot portions extending diagonally downward on both left and right sides of the horizontal portion through acute-angled bent tops, and a gap formed between the foot portions and corresponding to the long hole. Folded plate roof structure, characterized in that the legs are formed by temporarily assembling the tight frame that is fixed to the beam of the building with the bolt that penetrates the long hole and the gap by contacting the foot portion.
JP4844193U 1993-09-07 1993-09-07 Folding board roof structure Expired - Lifetime JP2505398Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4844193U JP2505398Y2 (en) 1993-09-07 1993-09-07 Folding board roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4844193U JP2505398Y2 (en) 1993-09-07 1993-09-07 Folding board roof structure

Publications (2)

Publication Number Publication Date
JPH0719440U JPH0719440U (en) 1995-04-07
JP2505398Y2 true JP2505398Y2 (en) 1996-07-31

Family

ID=12803447

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4844193U Expired - Lifetime JP2505398Y2 (en) 1993-09-07 1993-09-07 Folding board roof structure

Country Status (1)

Country Link
JP (1) JP2505398Y2 (en)

Also Published As

Publication number Publication date
JPH0719440U (en) 1995-04-07

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