JP3530830B2 - Through-arms for horizontal roof and horizontal roof structure - Google Patents

Through-arms for horizontal roof and horizontal roof structure

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Publication number
JP3530830B2
JP3530830B2 JP2001085059A JP2001085059A JP3530830B2 JP 3530830 B2 JP3530830 B2 JP 3530830B2 JP 2001085059 A JP2001085059 A JP 2001085059A JP 2001085059 A JP2001085059 A JP 2001085059A JP 3530830 B2 JP3530830 B2 JP 3530830B2
Authority
JP
Japan
Prior art keywords
ridge
roof
eaves
suspension
plate
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 - Fee Related
Application number
JP2001085059A
Other languages
Japanese (ja)
Other versions
JP2002285682A (en
Inventor
哲矢 樋口
Original Assignee
株式会社淀川製鋼所
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 株式会社淀川製鋼所 filed Critical 株式会社淀川製鋼所
Priority to JP2001085059A priority Critical patent/JP3530830B2/en
Publication of JP2002285682A publication Critical patent/JP2002285682A/en
Application granted granted Critical
Publication of JP3530830B2 publication Critical patent/JP3530830B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、屋根の棟側から軒
側に向けて葺く横葺き屋根用の通し吊子と、この通し吊
子を用いて葺いた横葺き屋根構造とに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a through-hanging member for a thatched roof that extends from the ridge side to the eaves side of the roof, and a thatched roof structure that uses the through-hanging member. is there.

【0002】[0002]

【従来の技術】横葺き用の屋根板を軒側から棟側に向け
て葺く技術では、屋根板を傷付けないようにする上で、
大掛かりな足場の組み立てを要することから、施工コス
トが高く付く点で問題があり、また、足場が存するここ
とで作業性が悪くなる点でも問題があった。
2. Description of the Related Art In the technique of roofing a roofing board for side roofs from the eaves side to the ridge side, in order to prevent the roofing board from being damaged,
Since a large-scale scaffold is required to be assembled, there is a problem in that the construction cost is high, and there is a problem in that workability is deteriorated due to the existence of the scaffold.

【0003】このことから、近年では、横葺き屋根板を
棟側から軒側に葺くようにした技術が開発されるように
なり、そのために用いる吊子も各種の構造のものが提案
されている。
Therefore, in recent years, a technique has been developed in which a side-roofing roofing board is roofed from the ridge side to the eaves side, and various hanging structures used for that purpose have been proposed. There is.

【0004】その吊子の一つとして、図6に示すよう
に、支持部材31上に固定される取付板32に、軒側下
地材33の支持部34を形成し、取付板32の棟側の端
部に立上り部35を起立させ、この立上り部35の上端
に軒側に屈曲した棟側下地材33の支持段部36を形成
し、この支持段部36の軒側に受け板37を起立させ、
この受け板37の上端に軒側への折り返し係止板38を
形成し、この係止板38の軒側の端部に軒側屋根板用引
掛け部39を形成したものがある(特公平3−3386
9号公報)。
As one of the suspenders, as shown in FIG. 6, a supporting portion 34 of an eaves side underlayer material 33 is formed on a mounting plate 32 fixed on a supporting member 31, and the supporting plate 34 is mounted on the ridge side of the mounting plate 32. A rising portion 35 is erected at the end of the ridge, and a supporting step portion 36 of the ridge-side base material 33 bent toward the eaves is formed at the upper end of the rising portion 35, and a receiving plate 37 is provided on the eaves side of the supporting step portion 36. Stand up,
There is one in which a folding back locking plate 38 to the eaves side is formed at the upper end of the receiving plate 37 and an eaves side roof plate hooking portion 39 is formed at the eaves side end of the locking plate 38 (Japanese Patent Publication No. 3-3386
No. 9).

【0005】この吊子40を用いて横葺き面板41を棟
側から軒側に葺く際には、棟側の面板41の軒側係合部
42に、吊子40の引掛け部39を嵌合させて、この吊
子40の取付板32を支持部材31上に固定し、次いで
軒側の面板41の棟側を吊子内に差し込んで、この面板
41の接合部43を引掛け部39に係止させる手順がと
られる。
When the horizontal thatched face plate 41 is roofed from the ridge side to the eaves side using this suspension 40, the hooking part 39 of the suspension 40 is attached to the eaves side engaging part 42 of the face plate 41 on the ridge side. The fitting plate 32 of this suspension 40 is fitted and fixed on the support member 31, then the ridge side of the eaves-side face plate 41 is inserted into the suspension, and the joint portion 43 of this face plate 41 is hooked. The procedure for locking to 39 is taken.

【0006】[0006]

【発明が解決しようとする課題】ところで、上記の構成
にかゝる吊子40では、棟側の面板41が吊子40の係
止板38に乗り掛かっただけであり、軒側の面板41に
あっては、棟側の面板41に係合連結されて、僅かに接
合部43が吊子40の引掛け部39に係止されているだ
けであって、風圧を受けた際には、その風圧がさほど強
くなくても、係合連結されている面板41,41が浮き
上がって、異音を生じ易い点および雨水が内部に侵入し
た場合、問題があった。
By the way, in the suspension 40 having the above-mentioned structure, the face plate 41 on the ridge side only rides on the locking plate 38 of the suspension 40, and the face plate 41 on the eaves side. In that case, it is engaged and connected to the face plate 41 on the ridge side, and the joint portion 43 is only slightly locked to the hook portion 39 of the suspension 40, and when wind pressure is applied, Even if the wind pressure is not so strong, there is a problem in that the face plates 41, 41 that are engaged and connected are lifted to cause abnormal noise and rainwater enters the inside.

【0007】また、吊子40が幅狹であることから、こ
れを所定のピッチで配置された例えば金属垂木などの支
持部材31に固定して、この吊子40に面板41,41
を取り付けた場合、面板41,41の接合部に、例えば
積雪などによる大きな荷重が掛かった際に、吊子40の
配置部間で面板41,41が撓み変形する懸念もあっ
た。
Further, since the suspension 40 is a width ridge, it is fixed to a support member 31 such as a metal rafter arranged at a predetermined pitch, and the face plates 41, 41 are attached to the suspension 40.
In the case where the face plates 41, 41 are attached, there is a concern that the face plates 41, 41 may be flexibly deformed between the arrangement portions of the suspension 40 when a large load such as snow is applied to the joint portion of the face plates 41, 41.

【0008】本発明は、かゝる実情に鑑みて成されたも
のであって、その目的は、風圧を受けた際の横葺き屋根
板の浮き上がりを確実に防止できる上に、大きな荷重を
受けたとしても、屋根板の撓み変形が効果的に防止さ
れ、更には、たとえ雨水が内部に侵入したとしても、こ
の侵入雨水の支持部材上への流れ落ちが確実に防止され
る通し吊子と、この通し吊子を用いた横葺き屋根構造を
提供する点にある。
The present invention has been made in view of the above circumstances, and an object thereof is to reliably prevent lifting of a side-roofing roof panel when it is subjected to wind pressure and to receive a large load. Even if it is, flexural deformation of the roof plate is effectively prevented, and even if rainwater enters the inside, a through-hanger that reliably prevents the inflowing rainwater from flowing down onto the support member, The point is to provide a horizontal thatched roof structure using this through suspension.

【0009】[0009]

【課題を解決するための手段】即ち、本発明では、屋根
の棟側から軒側に向けて屋根板を葺く横葺き屋根用の吊
子として、これを隣り合う端部を互いに突き合わせる通
しの吊子構造としているのであり、具体的には、隣り合
う端部を互いに突き合わせる状態で支持部材上に固定さ
れる基板部と、この基板部の軒側の端部から上方に屈曲
する水受け用の起立部と、基板部の棟側の端部から上方
に屈曲する立上げ部と、この立上げ部の上端部から軒側
に屈曲する折り返し部と、この折り返し部の軒側の端部
から下方に向けて棟側に屈曲する軒側屋根板支持用の斜
面部と、この斜面部の下端部から軒側に屈曲する第2の
折り返し部と、この折り返し部の軒側の端部から上方に
屈曲する起立部と、この起立部の上端部から棟側に屈曲
する棟側屋根板の支持部とを、1枚の金属板によって一
体に形成し、かつ、基板部の軒側の端部に水受け用の起
立部を屈曲させる一方、棟側屋根板支持部の棟側の端縁
を、斜面部と第2の折り返し部と起立部とによって形成
される樋の幅内に臨ませて成る点に特徴がある(請求項
1)。
[Means for Solving the Problems] That is, according to the present invention, as a hanging member for a thatched roof, which is a roofing roof that extends from the ridge side of the roof to the eaves side, it is provided with end portions which are adjacent to each other and are butted against each other. Specifically, the board structure is fixed on the supporting member in a state where the adjacent ends are abutted against each other, and the water that bends upward from the eaves side end of the board part is used. Standing part for receiving, rising part bent upward from the ridge-side end of the board part, folded part bent from the upper end of this rising part to the eaves side, and eaves side end of this folded part Part for bending the eaves side roof plate, which is bent toward the ridge downward from the section, a second folded part that is bent from the lower end of the inclined part to the eaves side, and an end part of the folded part on the eaves side. Of the erected part that bends upward from the The holding part is integrally formed by one metal plate, and the standing part for receiving water is bent at the eaves side end of the base plate part, while the ridge side edge of the ridge side roof plate support part is formed. Is characterized in that it is formed so as to face the width of the gutter formed by the inclined surface portion, the second folded portion and the upright portion (claim 1).

【0010】好ましくは、基板部の水受け用起立部より
も棟側部分に、止水用の隆起部を膨出させることである
(請求項2)。
Preferably, the water-stop ridge is bulged in the ridge side of the water receiving upright portion of the base plate portion (claim 2).

【0011】横葺き屋根の施工に際しては、横葺き屋根
板の軒側の端部に下方に屈曲する垂下部を連設すると共
に、この垂下部の下端部から棟側に向けて横葺き屋根板
の浮き上がり防止部を連設して、横葺き屋根板の軒側の
下面部に凹部を形成し、横葺き屋根板の棟側の端部に
は、上方に屈曲する起立部と、この起立部の上端部から
軒側に屈曲する係止部とを連設しておくのである。
When constructing a thatched roof, a downwardly bent hanging part is continuously provided at the eave side end of the thatched roofing plate, and a lateral thatched roofing plate extends from the lower end of this hanging part toward the ridge. The rise prevention part of the horizontal roofing board is connected to form a recess on the lower surface of the eaves side of the thatched roofing board. That is, the locking portion that bends from the upper end to the eaves side is continuously provided.

【0012】そして、上記の通し吊子とした吊子の樋の
構成部(斜面部と第2の折り返し部と起立部)を、横葺
き屋根板の軒側の下面部に形成した凹部に嵌合保持さ
せ、必要に応じて水受け用の起立部を利用して通し吊子
を軒側に引き寄せた状態で、かつ、通し吊子の隣り合う
端部を互いに突き合わせる状態で、この通し吊子を支持
部材上に固定するのであり、次いで、軒側の横葺き屋根
板の棟側を、通し吊子の基板部と棟側屋根板の浮き上が
り防止部との間に差し込んで、この軒側屋根板の棟側に
連設した係止部を通し吊子の斜面部に係止させて、横葺
き屋根板を棟側から軒側に向けて葺くのである(請求項
3)。
Then, the above-mentioned hanging gutter component parts (sloping surface part, second folding part and standing part) of the hanging part are fitted into recesses formed in the lower surface part of the eaves side of the thatched roof plate. When the through suspension is pulled up to the eaves side by using the standing part for receiving water as necessary, and the adjacent ends of the through suspension are abutted against each other, the through suspension is suspended. The child is fixed on the support member, and then the ridge side of the eaves side thatched roof board is inserted between the board part of the through suspension and the rising prevention part of the ridge side roof board, The locking part continuously provided on the ridge side of the roof plate is locked to the slope part of the suspension through the locking member, and the side thatched roof plate is roofed from the ridge side to the eaves side (claim 3).

【0013】上記の通し吊子を用いた横葺き屋根構造で
は、棟側屋根板の軒側に形成した凹部が通し吊子の樋の
構成部に嵌合保持され、軒側屋根板の棟側に形成した係
止部が通し吊子の斜面部に係止されて、上下の動きを殆
ど伴わせない状態で、横葺き屋根板が通し吊子に保持さ
れることから、横葺き屋根板は、強い風圧を受けても浮
き上がることがなく、浮き上がりに伴う異音の発生が効
果的に防止される。
In the side-roof roof structure using the through-hangers described above, the concave portion formed on the eaves side of the ridge-side roof plate is fitted and held in the trough component of the through-hanger, and the ridge side of the eaves-side roof plate. The side-roof roof plate is retained on the through-hanger in a state in which the locking portion formed on the side is locked to the slope portion of the through-hanger and hardly moves up and down. Even if it receives a strong wind pressure, it does not float up, and the generation of abnormal noise due to the uplift is effectively prevented.

【0014】また、吊子を長尺の通し吊子の構造にした
ことから、この通し吊子による屋根板の支持強度が高く
なるのであって、従って、屋根板どうしの接合部に、例
えば積雪などによる大きな荷重が掛かったとしても、屋
根板の撓み変形は効果的に防止されるのである。
Further, since the sling has a structure of a long through sling, the supporting strength of the roof plate by this through sling is high. Therefore, for example, a snow cover is formed at the joint between the roof slats. Even if a large load is applied due to, for example, flexural deformation of the roof plate is effectively prevented.

【0015】加えて、棟側屋根板の軒側と軒側屋根板の
棟側との間を通して雨水が吹き込んで、これが軒側屋根
板の係止部と通し吊子の斜面部との間の隙間を通して、
通し吊子の立上げ部側に回り込んだとしても、この水
は、通し吊子の基板部側に流れて、水受け用の起立部に
よって受け止められるのであり、また、請求項2に記載
のように、止水用の隆起部を膨出させた場合は、この隆
起部によっても受け止められるのであって、侵入雨水が
支持部材上に落ちることはないのである。
In addition, rainwater is blown through between the eaves side of the ridge side roof plate and the ridge side of the eaves side roof plate, and this is between the locking part of the eaves side roof plate and the slope part of the through suspension. Through the gap,
Even if the water flows around to the rising portion side of the through suspension, the water flows to the substrate portion side of the through suspension and is received by the standing portion for receiving water, and also according to claim 2. As described above, when the swelling portion for stopping water is swollen, the swelling portion is also received by the swelling portion, and the invading rainwater does not drop on the support member.

【0016】一方、上記の吹き込んだ雨水が、通し吊子
の第2の折り返し部と棟側屋根板の浮き上がり防止部と
の間、及び、通し吊子の垂下部と棟側屋根板の起立部と
の間の隙間を通して、毛管現象によって通し吊子の支持
部側に回り込んだとしても、この支持部の棟側の端縁
を、通し吊子の斜面部と第2の折り返し部と起立部とに
よって形成される樋の幅内に臨ませていることから、上
記の毛管現象によって支持部側に回り込んだ水は、通し
吊子の樋に落ち込むようになり、この侵入雨水も支持部
材上に落ちることはないのである。
On the other hand, the above-mentioned rainwater blown in is between the second folded-back portion of the through suspension member and the rising prevention portion of the ridge-side roof plate, and between the hanging portion of the through suspension member and the upright portion of the ridge-side roof plate. Even if it wraps around the support part side of the through suspension through the gap between the support and the ridge side of the through suspension, the ridge-side end edge of this support part is provided with the slope portion of the through suspension, the second folded portion, and the upright portion. Since it is exposed within the width of the gutter formed by and, the water that has spilled to the support part side due to the above-mentioned capillary phenomenon falls into the trough of the through suspension, and this invading rainwater also falls on the support member. It doesn't fall to.

【0017】[0017]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は通し吊子1による横葺き屋
根板2,2の接合部の断面図を示している。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a cross-sectional view of a joint portion of side-roofing roofing plates 2 and 2 with a through suspension 1.

【0018】上記の通し吊子1は、隣り合う端部を互い
に突き合わせる状態で、例えば金属垂木などの支持部材
3上に設置されるもので、図2にも示すように、長尺の
金属板による一体成形品であり、具体的には、支持部材
3上に固定される基板部4と、この基板部4の軒側の端
部から上方に屈曲する水受け用の起立部5と、この起立
部5よりも棟側の部位で上方に膨出する止水用の隆起部
6と、基板部4の棟側の端部から上方に屈曲する立上げ
部7と、この立上げ部7の上端部から軒側に屈曲する折
り返し部8と、この折り返し部8の軒側の端部から下方
に向けて棟側に屈曲する軒側屋根板支持用の斜面部9
と、この斜面部9の下端部から軒側に屈曲する第2の折
り返し部10と、この折り返し部10の軒側の端部から
上方に屈曲する起立部11と、この起立部11の上端部
から棟側に屈曲する棟側屋根板支持部12とを形成して
成り、かつ、棟側屋根板2の支持部12の棟側の端縁a
を、斜面部9と第2の折り返し部10と起立部11とに
よって形成される樋Aの幅内に臨ませるように構成して
いる。
The through-hanger 1 is installed on a support member 3 such as a metal rafter in a state where adjacent ends thereof are butted against each other. As shown in FIG. An integrally molded product made of a plate, specifically, a base plate portion 4 fixed on the support member 3, and a water receiving upright portion 5 bent upward from an eave side end of the base plate portion 4, A water-stopping bulge 6 that bulges upward at a site closer to the ridge than the standing part 5, a rising part 7 that bends upward from the ridge-side end of the base plate portion 4, and the rising part 7 The folded-back portion 8 that bends from the upper end of the eaves to the eaves side, and the slope portion 9 for supporting the eaves-side roof plate that bends downward from the eaves-side end of the folded-back portion 8 to the ridge side.
A second folded portion 10 bent from the lower end of the sloped portion 9 to the eaves side, a standing portion 11 bent upward from the end of the folded portion 10 on the eaves side, and an upper end portion of the standing portion 11. From the ridge side to the ridge side, and the ridge-side edge a of the support portion 12 of the ridge-side roof plate 2 is formed.
Is configured so as to face the width of the gutter A formed by the sloped portion 9, the second folded portion 10 and the upright portion 11.

【0019】横葺き屋根板2は、長尺の例えば塗装鋼板
の曲げ加工品であって、横葺き屋根板2の軒側の端部
に、下方に屈曲する垂下部21を連設すると共に、この
垂下部21の下端部に斜面部22を連設し、かつ、この
斜面部22に連ねて棟側に横葺き屋根板2の浮き上がり
防止部23を連設して、横葺き屋根板2の軒側の下面部
に凹部Bを形成する一方、横葺き屋根板2の棟側の端部
に、上方に向けてくの字状に屈曲する起立部24を連設
し、更に、この起立部24の上端部から軒側に屈曲する
係止部25を連設して成る。
The lateral thatched roof plate 2 is a long bent product of, for example, a coated steel plate, and a downwardly curved hanging portion 21 is continuously provided at the eave side end of the lateral thatched roof plate 2. A slope portion 22 is continuously provided at the lower end of the hanging portion 21, and a rising prevention portion 23 of the side thatched roof plate 2 is continuously provided on the ridge side so as to be connected to the slope portion 22. While forming a recess B on the lower surface of the eaves, the ridge-side end of the thatched roof plate 2 is provided with a standing portion 24 that is bent upward in a dogleg shape. An engaging portion 25 that bends to the eaves side is continuously provided from the upper end of the.

【0020】尚、屋根板2の浮き上がり防止部23と係
止部25の端部26,27を曲げ加工して、それぞれの
端面が直接的に風雨に晒されないように考慮している。
また、屋根板2の下面部に、例えば木毛セメント板など
のバックアップ材28を備えて、屋根の断熱性ならびに
遮音性の向上を図るようにしている。
It should be noted that the floating prevention portion 23 of the roof plate 2 and the end portions 26 and 27 of the locking portion 25 are bent so that the respective end faces are not directly exposed to the weather.
In addition, a backup material 28 such as a wood wool cement plate is provided on the lower surface of the roof board 2 to improve the heat insulation and sound insulation of the roof.

【0021】上記の通し吊子1と横葺き屋根板2とを用
いての横葺き屋根の施工に際しては、図3に示すよう
に、通し吊子1の樋Aの構成部、即ち、斜面部9と第2
の折り返し部10と起立部11とによる樋の構成部を、
横葺き屋根板2の軒側の凹部Bに嵌合保持させて、水受
け用の起立部5を利用して、この通し吊子1を軒側に引
き寄せるのであり、そして、通し吊子1の隣り合う端部
を互いに突き合わせる状態で、この通し吊子1を支持部
材3上に固定するのである。
When constructing a side-roof roof using the above-mentioned through suspension 1 and the thatched roofing board 2, as shown in FIG. 3, a part of the trough A of the through suspension 1, that is, a slope portion 9 and 2
The part of the gutter by the folded-back part 10 and the standing part 11 of
The through-hook 1 is pulled to the eaves side by fitting and holding it in the recess B on the eaves side of the thatched roof board 2 and utilizing the standing portion 5 for receiving water. The through suspension 1 is fixed on the support member 3 in a state where the adjacent ends are abutted against each other.

【0022】尚、この実施の形態では、止水用のパッキ
ンb付きのビスcを用いて、水受け用の起立部5と隆起
部6との間で、通し吊子1の基板部4を支持部材3に固
定しているが、リベットを用いるなど、固定の手段は任
意に選択可能である。
In this embodiment, the base plate 4 of the through suspension 1 is mounted between the standing portion 5 for receiving the water and the raised portion 6 by using the screw c with the packing b for stopping water. Although it is fixed to the support member 3, fixing means such as a rivet can be arbitrarily selected.

【0023】次いで、図3に仮想線で示すように、軒側
の横葺き屋根板2の棟側を、通し吊子1の基板部4と棟
側屋根板2の浮き上がり防止部23との間に差し込ん
で、軒側屋根板2の軒側を支持部材3側に降ろしつつ、
この軒側屋根板2の棟側の係止部25を通し吊子1の斜
面部9に係止させるのである。
Next, as shown by a phantom line in FIG. 3, the ridge side of the eaves side thatched roof plate 2 is placed between the board portion 4 of the through suspension 1 and the floating prevention portion 23 of the ridge side roof plate 2. , And lower the eaves side of the eaves side roof board 2 to the support member 3 side,
The locking portion 25 on the ridge side of the eaves side roof board 2 is locked to the sloped portion 9 of the suspension 1 through.

【0024】爾後は順次、通し吊子1の樋の構成部を屋
根板2の軒側の凹部Bに嵌合保持させて、水受け用の起
立部5によって通し吊子1を軒側に引き寄せ、かつ、通
し吊子1の隣り合う端部を互いに突き合わせる状態で、
この通し吊子1を支持部材3上に固定し、軒側屋根板2
の係止部25を通し吊子1の斜面部9に係止させること
を繰り返して、横葺き屋根板2を棟側から軒側に向けて
葺くのである。
After that, the structure of the trough of the through suspension 1 is fitted and held in the concave portion B of the roof plate 2 on the eave side, and the through suspension 1 is pulled toward the eave by the standing portion 5 for receiving water. , And in a state where the adjacent ends of the through suspension 1 are butted against each other,
The through suspension 1 is fixed on the support member 3, and the eaves side roof plate 2
The locking part 25 of the above is repeatedly locked through the sloped part 9 of the suspension 1, and the side thatched roof plate 2 is roofed from the ridge side to the eaves side.

【0025】上記の通し吊子1を用いた横葺き屋根構造
では、横葺き屋根板2の軒側の凹部Bが通し吊子1の樋
の構成部に嵌合保持され、かつ、横葺き屋根板2の棟側
の係止部25が通し吊子1の斜面部9に係止されて、上
下の動きを殆ど伴わせない状態で、横葺き屋根板2が通
し吊子1に保持されることから、横葺き屋根板2は、強
い風圧を受けても浮き上がることがなく、浮き上がりに
伴う異音の発生は効果的に防止されることになる。
In the side-roof roof structure using the through-hanger 1 described above, the recess B on the eaves side of the side-roofing roofing plate 2 is fitted and held in the trough component of the through-hanger 1 and the side-roof. The locking part 25 on the ridge side of the plate 2 is locked to the slanted surface part 9 of the through suspension 1 so that the side-roofed roof plate 2 is held by the through suspension 1 with almost no vertical movement. Therefore, the lateral thatched roof plate 2 does not float up even when a strong wind pressure is applied, and the generation of abnormal noise due to the floatation is effectively prevented.

【0026】また、通し吊子1の構造であることから、
この通し吊子1による屋根板2の支持強度は高くなり、
このことから、屋根板2,2どうしの接合部に、例えば
積雪などによる大きな荷重が掛かったとしても、屋根板
2の撓み変形は効果的に防止されるのである。
Further, because of the structure of the through suspension 1,
The supporting strength of the roof plate 2 by the through suspension 1 becomes high,
From this, even if a large load such as snow is applied to the joint between the roof plates 2 and 2, the flexural deformation of the roof plate 2 is effectively prevented.

【0027】そして、降雨の際には、横葺き屋根板2の
軒側の垂下部21を舐めるようにして流れる雨水は、斜
面部9に至るまでの間に水切りされて、軒側の横葺き屋
根板2に滴下するのであるが、風を伴っての降雨の際
は、棟側屋根板2の軒側と軒側屋根板2の棟側との間に
雨水が吹き込むことがあり、この際、通し吊子1の斜面
部9とこれに係止する軒側屋根板2の係止部25との間
の隙間dを通して、雨水が通し吊子1の立上げ部7側に
回り込むことが考えられる。
When it rains, rainwater that flows by licking the eave-side hanging part 21 of the thatched roof plate 2 is drained before reaching the slope portion 9, and the eave-sided thatch. Although it drips onto the roof board 2, rainwater may blow between the eaves side of the ridge side roof board 2 and the ridge side of the eaves side roof board 2 when it rains with wind. It is considered that rainwater may flow around the rising portion 7 side of the through suspension 1 through the gap d between the sloped portion 9 of the through suspension 1 and the locking portion 25 of the eaves side roof plate 2 that is locked to this. To be

【0028】しかし、この水は、通し吊子1の基板部4
側に流れて、この基板部4に膨出させた隆起部6によっ
て受け止められるのであり、この隆起部6をオーバーフ
ローしたとしても、水受け用の起立部5によって受け止
められるのであって、侵入した雨水が支持部材3上に落
ちることはないのである。
However, this water is passed through the substrate portion 4 of the through suspension 1.
It flows to the side and is received by the raised portion 6 that bulges on the substrate portion 4. Even if the raised portion 6 overflows, it is received by the standing portion 5 for receiving water, and the rainwater that has invaded. Does not fall on the support member 3.

【0029】或いは、棟側屋根板2の軒側と軒側屋根板
2の棟側との間に吹き込んだ雨水が、通し吊子1の第2
の折り返し部10と棟側屋根板2の浮き上がり防止部と
の間の隙間を通して、通し吊子1の起立部11と棟側屋
根板2の垂下部21間の隙間に入り込み、かつ、毛管現
象によって通し吊子1の支持部12側に回り込んだとし
ても、この支持部12の棟側の端縁aを、通し吊子1に
形成した樋Aの幅内に臨ませていることから、支持部1
2側に回り込んだ水は、この樋Aに落ち込むようになる
のであって、この侵入した雨水も支持部材3上に落ちる
ことはないのである。
Alternatively, the rainwater blown between the eaves side of the ridge side roof plate 2 and the ridge side of the eaves side roof plate 2 is the second of the through suspension 1
Through the gap between the folded-back portion 10 and the rising prevention portion of the ridge-side roof plate 2 and into the gap between the upright portion 11 of the through suspension 1 and the hanging portion 21 of the ridge-side roof plate 2, and due to the capillary phenomenon. Even if it wraps around the supporting portion 12 side of the through suspension 1, since the ridge-side end edge a of this supporting portion 12 faces the width of the gutter A formed in the through suspension 1, Part 1
The water that has spilled around to the second side will fall into the gutter A, and the rainwater that has entered does not fall onto the support member 3.

【0030】別の実施の形態による横葺き屋根板2を図
4及び図5に示している。図4に示す横葺き屋根板2で
は、屋根板2の浮き上がり防止部23の一部を下方に屈
曲させて、その屈曲部を水切り部29としており、図5
に示す横葺き屋根板2では、屋根板2の浮き上がり防止
部23の一部を下方に膨出させて、その膨出部を水切り
部29に形成している。
A lateral thatched roof panel 2 according to another embodiment is shown in FIGS. In the lateral thatched roof plate 2 shown in FIG. 4, a part of the rising prevention portion 23 of the roof plate 2 is bent downward, and the bent portion is used as the draining portion 29.
In the side-roof roofing board 2 shown in (1), a part of the floating prevention portion 23 of the roofing board 2 is bulged downward, and the bulging portion is formed in the draining portion 29.

【0031】尚、上記の各種の実施の形態では、支持部
材3に対する通し吊子1の固定手段として、ビスc止め
の固定手段を採用して、止水用のパッキンbを備えてい
ることから、このビスcを通しての漏水を生じることは
ないのである。
In the various embodiments described above, the fixing means for fixing the screw c is adopted as the fixing means for the through suspension 1 with respect to the supporting member 3, and the packing b for stopping water is provided. Therefore, water leakage through this screw c does not occur.

【0032】一方、上記の隆起部6を備えることは、止
水性の向上のみならず、水受け用の起立部5と共に、通
し吊子1の強度アップを図る上で好適であるが、上記の
ような止水機能を有する固定手段を備えるならば、基板
部4に必ずしも隆起部6を備える必要はないのであっ
て、この隆起部6を省略して実施可能であることは言う
までもなく、このことから、図4及び図5に示した実施
の形態では、隆起部6を省略しているのである。
On the other hand, the provision of the above-mentioned raised portion 6 is suitable not only for improving the waterproofness but also for increasing the strength of the through suspension 1 together with the standing portion 5 for receiving water. It is needless to say that, if the fixing means having such a water stopping function is provided, it is not always necessary to provide the raised portion 6 on the substrate portion 4, and the raised portion 6 can be omitted and implemented. Therefore, in the embodiment shown in FIGS. 4 and 5, the raised portion 6 is omitted.

【0033】[0033]

【発明の効果】以上説明したように、請求項1記載の発
明によれば、風圧を受けた際の横葺き屋根板の浮き上が
りを確実に防止できる上に、大きな荷重を受けたとして
も、屋根板の撓み変形が効果的に防止され、更には、た
とえ雨水が内部に侵入したとしても、この侵入雨水の支
持部材上への流れ落ちが確実に防止される通し吊子が提
供される。
As described above, according to the first aspect of the present invention, it is possible to reliably prevent the lateral thatched roof plate from being lifted up when the wind pressure is applied, and also to prevent the roof from receiving a large load. There is provided a through suspension in which flexural deformation of the plate is effectively prevented, and further, even if rainwater enters the inside, the inflowing rainwater is reliably prevented from flowing down onto the support member.

【0034】そして、請求項3記載の発明によれば、上
記の通し吊子を用いて施工される横葺き屋根構造、即
ち、風圧を受けた際の横葺き屋根板の浮き上がりが防止
される上に、大きな荷重を受けた際の屋根板の撓み変形
が防止される横葺き屋根構造が提供されるのである。
According to the third aspect of the invention, the side-roof structure constructed by using the above-mentioned suspension hanging members, that is, the side-roof roof plate is prevented from being lifted up when wind pressure is applied. In addition, a lateral thatched roof structure is provided in which flexural deformation of the roof plate is prevented when a large load is applied.

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

【図1】通し吊子による横葺き屋根板の接合部の断面図
である。
FIG. 1 is a cross-sectional view of a joint portion of a horizontal thatched roof plate with a through suspension.

【図2】通し吊子とバックアップ材および横葺き屋根板
の分解斜視図である。
FIG. 2 is an exploded perspective view of a through suspension, a backup material, and a roofing roofing board.

【図3】横葺き屋根板による屋根葺きの施工説明図であ
る。
FIG. 3 is an explanatory view of a roofing construction using a horizontal roofing plate.

【図4】別の実施の形態による横葺き屋根板の通し吊子
による接合部の断面図である。
FIG. 4 is a cross-sectional view of a joint portion of a horizontal thatched roof plate with a through suspension according to another embodiment.

【図5】更に別の実施の形態による横葺き屋根板の通し
吊子による接合部の断面図である。
FIG. 5 is a cross-sectional view of a joint portion of a horizontal thatched roof plate with a through suspension according to another embodiment.

【図6】従来例の吊子を示す斜視図である。FIG. 6 is a perspective view showing a conventional suspension member.

【符号の説明】[Explanation of symbols]

1…通し吊子、2…横葺き屋根板、3…支持部材、4…
基板部、5…水受け用の起立部、6…止水用の隆起部、
7…立上げ部、8…折り返し部、9…斜面部、10…第
2の折り返し部、11…起立部、12…支持部、21…
垂下部、23…浮き上がり防止部、24…起立部、25
…係止部、a…端縁、A…樋、B…凹部。
DESCRIPTION OF SYMBOLS 1 ... Through suspension member, 2 ... Side-roofing roof plate, 3 ... Support member, 4 ...
Substrate part, 5 ... standing part for receiving water, 6 ... raised part for stopping water,
7 ... Standing up part, 8 ... Folding part, 9 ... Slope part, 10 ... Second folding part, 11 ... Standing part, 12 ... Support part, 21 ...
Hanging part, 23 ... Lifting prevention part, 24 ... Standing part, 25
... Locking parts, a ... Edges, A ... Troughs, B ... Recesses.

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 屋根の棟側から軒側に向けて屋根板を葺
く横葺き屋根用の通し吊子であって、隣り合う端部を互
いに突き合わせる状態で支持部材上に固定される基板部
と、この基板部の軒側の端部から上方に屈曲する水受け
用の起立部と、基板部の棟側の端部から上方に屈曲する
立上げ部と、この立上げ部の上端部から軒側に屈曲する
折り返し部と、この折り返し部の軒側の端部から下方に
向けて棟側に屈曲する軒側屋根板支持用の斜面部と、こ
の斜面部の下端部から軒側に屈曲する第2の折り返し部
と、この折り返し部の軒側の端部から上方に屈曲する起
立部と、この起立部の上端部から棟側に屈曲する棟側屋
根板の支持部とを、1枚の金属板によって一体に形成
し、かつ、棟側屋根板支持部の棟側の端縁を、斜面部と
第2の折り返し部と起立部とによって形成される樋の幅
内に臨ませて成ることを特徴とする横葺き屋根用の通し
吊子。
1. A through-hanger for a thatched roof in which a roofing board is roofed from the roof ridge side toward the eaves side, and is a substrate fixed on a support member in a state in which adjacent ends are abutted against each other. Part, a standing part for water reception that bends upward from the eaves side end of the base plate part, a rising part that bends upward from the ridge side end of the base plate part, and an upper end part of this rising part From the eaves side to the eaves side, the eaves side roof plate supporting slope part that bends downwards from the eaves side end of this folding part to the ridge side, and from the lower end of this slope part to the eaves side The bending second folding portion, the standing portion bending upward from the eave-side end of the folding portion, and the ridge-side roof plate supporting portion bending from the upper end of the rising portion to the ridge side are provided as follows. The ridge-side edge of the ridge-side roof plate support portion is formed integrally with a sheet of metal plate, and the slope portion and the second folded portion are raised. A through suspension for a thatched roof, characterized by facing the width of the gutter formed by the uprights.
【請求項2】 基板部の水受け用起立部よりも棟側部分
に、止水用の隆起部を膨出させて成る請求項1に記載さ
れた横葺き屋根用の通し吊子。
2. A through suspension for a thatched roof according to claim 1, wherein a ridge portion for water stopping is bulged in a portion on the ridge side of the water receiving upright portion of the base plate portion.
【請求項3】 横葺き屋根板の軒側の端部に下方に屈曲
する垂下部を連設すると共に、この垂下部の下端部から
棟側に向けて横葺き屋根板の浮き上がり防止部を連設し
て、横葺き屋根板の軒側の下面部に凹部を形成し、横葺
き屋根板の棟側の端部には、上方に屈曲する起立部と、
この起立部の上端部から軒側に屈曲する係止部とを連設
して、請求項1または2に記載された通し吊子の樋の構
成部を、横葺き屋根板の軒側の下面部に形成した凹部に
嵌合保持させると共に、通し吊子の隣り合う端部を互い
に突き合わせる状態で、この通し吊子を支持部材上に固
定する一方、横葺き屋根板の棟側に連設した係止部を通
し吊子の斜面部に係止させて、横葺き屋根板を棟側から
軒側に向けて葺いたことを特徴とする横葺き屋根構造。
3. The eave-side end of the side-roofing roof plate is provided with a hanging portion that bends downward, and the floating-prevention preventing portion of the side-roofing roof plate is connected from the lower end of the hanging portion toward the ridge. Installed, to form a recess in the eaves-side lower surface of the horizontal thatch roof, at the ridge-side end of the horizontal thatched roof board, an upright portion that bends upward,
The locking part that bends toward the eaves side is continuously provided from the upper end of the upright part, and the gutter component of the through-hanger according to claim 1 or 2 is attached to the underside of the side roofing roof plate. While fitting and holding in the recess formed in the section, while fixing the adjacent ends of the through-hangers against each other, this through-hanger is fixed on the support member, while it is connected to the side of the roofing roof ridge. A horizontal thatched roof structure characterized in that the locking portion is locked to the slant of the suspension through and the horizontal roofing board is roofed from the ridge side to the eaves side.
JP2001085059A 2001-03-23 2001-03-23 Through-arms for horizontal roof and horizontal roof structure Expired - Fee Related JP3530830B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001085059A JP3530830B2 (en) 2001-03-23 2001-03-23 Through-arms for horizontal roof and horizontal roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001085059A JP3530830B2 (en) 2001-03-23 2001-03-23 Through-arms for horizontal roof and horizontal roof structure

Publications (2)

Publication Number Publication Date
JP2002285682A JP2002285682A (en) 2002-10-03
JP3530830B2 true JP3530830B2 (en) 2004-05-24

Family

ID=18940638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001085059A Expired - Fee Related JP3530830B2 (en) 2001-03-23 2001-03-23 Through-arms for horizontal roof and horizontal roof structure

Country Status (1)

Country Link
JP (1) JP3530830B2 (en)

Also Published As

Publication number Publication date
JP2002285682A (en) 2002-10-03

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