JPH0410545B2 - - Google Patents

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Publication number
JPH0410545B2
JPH0410545B2 JP14957584A JP14957584A JPH0410545B2 JP H0410545 B2 JPH0410545 B2 JP H0410545B2 JP 14957584 A JP14957584 A JP 14957584A JP 14957584 A JP14957584 A JP 14957584A JP H0410545 B2 JPH0410545 B2 JP H0410545B2
Authority
JP
Japan
Prior art keywords
plate
ridge
locking
horizontal
roof
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
Application number
JP14957584A
Other languages
Japanese (ja)
Other versions
JPS6128655A (en
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 filed Critical
Priority to JP14957584A priority Critical patent/JPS6128655A/en
Publication of JPS6128655A publication Critical patent/JPS6128655A/en
Publication of JPH0410545B2 publication Critical patent/JPH0410545B2/ja
Granted 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】 〔産業上の利用分野〕 本発明は、極めて簡単な構成で、水密的な施工
ができるし、施工が簡単で安価にでき、降り棟箇
所において横葺用屋根板の長手方向の熱伸縮に良
好に対応できる横葺屋根における降り棟修構造に
関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention has an extremely simple structure, can be constructed in a watertight manner, can be constructed easily and inexpensively, and can be used to install horizontal roofing sheets at the lower part of the ridge. This invention relates to a ridge repair structure for horizontal roofs that can cope well with thermal expansion and contraction in the longitudinal direction.

〔従来の技術及びその課題〕[Conventional technology and its problems]

従来の横葺屋根の降り棟箇所の修めは、降り棟
用包材等が取り付けられているが、一般に、その
構成が複雑で、施工が面倒であつた。又、美観を
損なう等の欠点があつた。又、この降り棟箇所に
あたる風雨も強く、雨仕舞(水密性)が悪い等の
欠点があつた。又、その降り棟箇所において、横
葺用屋根板の長手方向の熱伸縮に良好に対応でき
ない欠点もあつた。
Conventionally, when repairing the ridge part of a horizontal roof, a ridge wrapping material or the like is attached, but the structure is generally complicated and the construction is troublesome. In addition, there were drawbacks such as spoiling the aesthetic appearance. Additionally, there were drawbacks such as strong wind and rain at the point where the ridge was dropped off, and poor watertightness. In addition, there was also the drawback that the roof panels could not cope well with thermal expansion and contraction in the longitudinal direction of the horizontal roof panels at the point where the ridge fell.

〔課題を解決するための手段〕[Means to solve the problem]

そこで発明者は、前記課題を解決すべく鋭意、
研究を重ね結果、本発明を、横葺用屋根板の内側
係合部と外側係合部とを係合しつつ葺成した横葺
屋根の降り棟において、この降り棟箇所の対向す
る横葺用屋根板端相互を切断して略平行な適宜の
間隔を形成し、且つその対向する主板端より係止
片を上側に各々折返し、継手主板の幅方向両側よ
り、この側部の長手方向の少なくとも一部に係止
縁を下側に折返した降り棟継手板の両側の係止縁
を前記間隔箇所の左右側の係止片に挿入係止しつ
つその降り棟継手板にて間隔箇所付近を覆うよう
にし、その係止箇所を横葺用屋根板の伸縮を許容
しうるように構成したことにより、極めて簡単な
構成で、水密的な施工ができるし、施工が簡単で
安価にでき、降り棟箇所において横降用屋根板の
長手方向の熱伸縮に良好に対応でき、前記課題を
解決したものである。
Therefore, the inventor worked diligently to solve the above problem.
As a result of repeated research, the present invention has been applied to the lower ridge of a horizontal roof, which is constructed by engaging the inner engaging part and the outer engaging part of the horizontal roof plate. Cut the ends of the roof panels to form an appropriate distance that is approximately parallel to each other, and fold the locking pieces upward from the opposite ends of the main panels. While inserting and locking the locking edges on both sides of the landing ridge joint plate with the locking edges folded downward at least in part into the locking pieces on the left and right sides of the space, the landing ridge joint plate is used near the space. By configuring the locking points to allow expansion and contraction of the horizontal roof panels, watertight construction is possible with an extremely simple configuration, and construction is simple and inexpensive. The above-mentioned problem can be solved by being able to cope well with thermal expansion and contraction in the longitudinal direction of the horizontal roof board at the point where the ridge is to be lowered.

〔実施例〕〔Example〕

以下、本発明の一実施例を第1図乃至第5図に
基づいて説明する。1は母屋又は梁等の構造材、
2は支持材で、実施例では、金属製の支持材2が
断面ハツト形状をなしている。これが、前記構造
材1の上に屋根の傾斜方向を向く(傾斜方向に対
し僅かにずれる場合も含む)ようにして載置さ
れ、その支持材2が適宜の間隔(約30cm乃至約1
m)をおいて多数併設されている。その支持材
2,2間にはボード、断熱板等の下地板3が敷設
されている。この屋根の降り棟箇所には、前記支
持材2がダブルで設けられている。その降り棟箇
所の支持材2と一般部の支持材2との間にも断熱
板等の下地板3が敷設されている。その降り棟箇
所断面では、第2図に示すようにそのダブル支持
材2,2箇所を境に両側に下り勾配になるように
構成されている。このダブルの支持材2,2を別
部材にて一体形成することもある。
Hereinafter, one embodiment of the present invention will be described based on FIGS. 1 to 5. 1 is a structural material such as a main building or a beam,
Reference numeral 2 denotes a support member, and in the embodiment, the metal support member 2 has a hat-shaped cross section. This is placed on the structural member 1 so as to face the slope direction of the roof (including cases where it is slightly shifted from the slope direction), and the supporting members 2 are placed at appropriate intervals (approximately 30 cm to approximately 1 cm).
A large number of them are attached, except m). A base plate 3 such as a board or a heat insulating plate is laid between the supporting members 2, 2. A double supporting member 2 is provided at the lowering point of the roof. A base board 3, such as a heat insulating board, is also laid between the support material 2 at the ridge drop point and the support material 2 in the general part. As shown in FIG. 2, the cross-section of the ridge descending area is configured to slope downward on both sides with the double support members 2 and 2 as boundaries. The double supporting members 2, 2 may be integrally formed using separate members.

Aは金属製の横葺用屋根板で、この長手方向に
適宜の長さ又は長尺をなし、この横葺用屋根板A
を長手方向に直交する断面としてみると、その主
板4の一側(水上側)より内側上方に向かう内側
に係合部5が形成され、その主板4の他側(水下
側)より内側下方に向かう外側係合部6が一体形
成されている。この外側係合部6は、下端の横葺
用屋根板Aの内側系合部5に適宜係合するように
構成されている。前記主板4はその一側より平坦
部、緩傾斜部と平坦部と屈曲形成され、その主板
4内側係合部5外側係合部6とからなる横葺用屋
根板Aは一枚の金属板が適宜屈曲されて一体形成
されている。その横葺用屋根板Aの下面には発泡
合成樹脂等の断熱材が必要に応じて貼着されてい
る。7は吊子で、山状等の係止部7aの下端より
外方に取付部7bが一体形成されている。
A is a metal roofing board for horizontal roofing, which has an appropriate length or length in the longitudinal direction, and this roofing board A for horizontal roofing has an appropriate length or length in the longitudinal direction.
When viewed as a cross section perpendicular to the longitudinal direction, the engaging portion 5 is formed on the inner side upward from one side (above the water side) of the main plate 4, and the engaging portion 5 is formed on the inner side downward from the other side (underwater side) of the main plate 4. An outer engaging portion 6 facing towards is integrally formed. This outer engaging portion 6 is configured to appropriately engage with the inner engaging portion 5 of the horizontal roofing plate A at the lower end. The main plate 4 is bent from one side to a flat part, a gently sloped part, and a flat part, and the horizontal roofing plate A, which is composed of the main plate 4, an inner engaging part 5, an outer engaging part 6, is a single metal plate. are bent as appropriate and integrally formed. A heat insulating material such as foamed synthetic resin is adhered to the lower surface of the horizontal roofing board A as required. Reference numeral 7 denotes a hanger, and a mounting portion 7b is integrally formed outward from the lower end of a locking portion 7a having a mountain shape or the like.

その横葺用屋根板Aが、この長手方向が支持材
2の長手方向に対して直交(略直交も含む)する
ようにして支持材2上に載置され、横葺用屋根板
Aの内側係合部5が吊子7の山状等の係止部7a
にて係止され、且つ吊子7の取付部7bが前記支
持材2にリベツト、ドリルビス等の固着具にて固
着され、次いでこの段の上側(水上側)の横葺用
屋根板Aの外側係合部6が下段飯の横葺用屋根板
Aの内側係合部5に係合され、これが順次水上側
に繰返されて葺成される。降り棟箇所では、これ
が第1図、第2図に示すように左右対称に形成さ
れている。このとき、この降り棟箇所の対向する
横葺用屋根板A,A端相互が平面的にみて適宜な
角度θ(例えば、角度約30度乃至約60度程度)に
切断され(第1図、第5図参照)、これによつて
その降り棟箇所の対向する切断箇所が平面的にみ
て略平行な適宜の間隔に形成されている。
The horizontal roofing board A is placed on the support material 2 so that its longitudinal direction is perpendicular (including substantially perpendicular) to the longitudinal direction of the supporting material 2, and the inside of the horizontal roofing board A is The engaging portion 5 is a locking portion 7a such as a mountain shape of the hanger 7.
At the same time, the attachment part 7b of the hanger 7 is fixed to the supporting material 2 with fixing tools such as rivets and drill screws, and then the outside of the horizontal roofing board A on the upper side (water side) of this step is fixed. The engaging part 6 is engaged with the inner engaging part 5 of the horizontal roofing board A of the lower tier, and this is successively repeated on the water side to form the roof. At the point of descent from the ridge, this is formed symmetrically, as shown in FIGS. 1 and 2. At this time, the ends of the opposing horizontal roofing plates A and A at this ridge landing point are cut at an appropriate angle θ (for example, an angle of about 30 degrees to about 60 degrees) when viewed from above (Fig. 1, (Refer to FIG. 5), thereby, the opposing cutting portions of the ridge drop portion are formed at appropriate intervals so as to be substantially parallel when viewed in plan.

そして、その対向する横葺用屋根板A,Aの主
板4,4端より係止片4a,4aが上側に各々折
返される。
Then, the locking pieces 4a, 4a are folded upward from the ends of the main plates 4, 4 of the opposing horizontal roof panels A, A, respectively.

Bは降り棟用継手板であつて、継手主板8の幅
方向の両側より、この側部の長手方向の少なくと
も一部に係止縁8a,8aが下側に折返され、そ
の継手主板8の前端には、前記外側係合部6に係
合する屈曲部9が設けられ、その継手主板8の後
端に、立上り片10が設けられている。その継手
主板8の前後方向の長さ、その側部からみた形状
は前記横葺用屋根板A端の切断した箇所に主板4
部分と略同等をなし、これが対称的に形成されて
いる。実際には、降り棟用継手板Bは横葺用屋根
板Aの主板Aの屈曲状態のものより僅かに反るよ
うな形状をなし、横葺用屋根板A上に載置すると
きに、弾性限度内におけるスプリングバツク現象
にてより密着するように形成されることが多い。
具体的には、第3図に示すように継手主板8の幅
方向の両側より、この側部の長手方向の全体に比
較的に幅の広い係止縁8a,8aが下側に折返し
形成されたり、或いは第4図に示すように継手主
板8の幅方向両側より、この側部の長手方向の前
後に、比較手に幅の広い係止縁8a,8aが下側
に折返し形成され、この係止縁8a,8aの中間
に比較的幅の狭い折返し縁8bが下側に形成され
ている。
Reference numeral B designates a joint plate for getting off the ridge, in which locking edges 8a, 8a are folded downward from both sides of the main joint plate 8 in the width direction, at least in a part of the longitudinal direction of the sides, and the main plate 8 of the joint A bent portion 9 that engages with the outer engaging portion 6 is provided at the front end, and a rising piece 10 is provided at the rear end of the joint main plate 8. The length of the joint main plate 8 in the front-rear direction and the shape seen from the side of the main plate 8 are as follows:
It is approximately the same as the other parts, and is formed symmetrically. In reality, the joint plate B for descending ridge has a shape that is slightly curved compared to the bent state of the main plate A of the roof plate A for horizontal roofing, and when placed on the roof plate A for horizontal roofing, It is often formed to be more closely attached due to the springback phenomenon within the elastic limit.
Specifically, as shown in FIG. 3, from both sides of the joint main plate 8 in the width direction, relatively wide locking edges 8a, 8a are formed downwardly by folding over the entire longitudinal direction of these sides. Alternatively, as shown in FIG. 4, wide locking edges 8a, 8a are folded downward from both sides of the joint main plate 8 in the longitudinal direction of the sides, and A relatively narrow folded edge 8b is formed on the lower side between the locking edges 8a, 8a.

前記降り棟用継手板B棟による降り棟接続箇所
の取付構造として第1図、第2図に示すようにそ
の降り棟用継手板Bの係止縁8a,8aが、前記
間隔箇所の隣接する横葺用屋根板A,Aの対向す
る主板4,4の係止片4a,4aに挿入係止さ
れ、同時に、その降り棟用継手板Bの継手主板8
にて前記隣接する横葺用屋根板A,Aの間隔箇所
及び左右側の係止片4a,4aが覆われるように
して載置され、その係止箇所は横葺用屋根板Aの
伸縮を許容しうるように構成されている。即ち、
その横葺用屋板Aが長手方向に熱伸縮できるスペ
ースが確保されている。そして、降り棟用継手板
Bの前端の屈曲部9が、隣接する横葺用屋根板
A,Aの外側係合部6,6に係止され、さらに、
その後端又は立上り片10がその隣接する横葺用
屋根板A,Aの内側係合部5,5内に挿入されて
いる。このようにして降り棟箇所の一段の継手部
が接続され、この上には、横葺用屋根板Aが葺成
されつつ、前記同様にして降り棟用継手板Bが施
工され、この降り棟用継手板B,B,…が第1図
に示すように降り棟箇所に段状になるように整然
として取付施工される。
As shown in FIGS. 1 and 2, the mounting structure of the connecting point of the connecting plate B for the connecting plate B is as shown in FIGS. 1 and 2. It is inserted and locked into the locking pieces 4a, 4a of the opposing main plates 4, 4 of the horizontal roof plates A, A, and at the same time, the joint main plate 8 of the joint plate B for the roof roof is inserted and locked.
The space between the adjacent horizontal roof panels A and A and the locking pieces 4a and 4a on the left and right sides are covered, and the locking points are designed to prevent expansion and contraction of the horizontal roof panels A. configured to be acceptable. That is,
A space is secured in which the horizontal roofing board A can be thermally expanded and contracted in the longitudinal direction. Then, the bent portion 9 at the front end of the joint plate B for descending ridge is engaged with the outer engaging portions 6, 6 of the adjacent horizontal roof plates A, A, and further,
The rear end or rising piece 10 is inserted into the inner engaging portion 5,5 of the adjacent horizontal roofing plate A,A. In this way, the first joint of the lower ridge is connected, and while the horizontal roof plate A is being laid on top of this, the lower ridge joint plate B is constructed in the same manner as described above, and this lower ridge is connected. As shown in Fig. 1, the joint plates B, B, ... are installed in an orderly manner in a step-like manner at the place where the ridge goes down.

前記支持材2は、木製の垂木等の場合もある。
さらに、前記横葺用屋根板Aの内側係合部5及び
外側係合部6は、係合できるものであれば、図面
の実施例に限定されない。
The support material 2 may be a wooden rafter or the like.
Furthermore, the inner engaging part 5 and the outer engaging part 6 of the horizontal roofing board A are not limited to the embodiments shown in the drawings, as long as they can be engaged with each other.

〔発明の効果〕〔Effect of the invention〕

本発明においては、横葺用屋根板Aの内側係合
部5と外側係合部6とを係合しつつ葺成した横葺
屋根の降り棟において、この降り棟箇所の対向す
る横葺用屋根A,A端相互を切断して略平行な適
宜の間隔を形成し、且つその対向する主板4,4
端より係止片4a,4aを上側に各々折返し、継
手主板8の幅方向両側より、この側部の長手方向
の少なくとも一部に係止縁8a,8aを下側に折
返した降り棟用継手板Bの両側の係止縁8a,8
aを前記間隔箇所の左右側の係止片4a,4aに
挿入係止しつつその降り棟用継手板Bにて間隔箇
所付近を覆うようにし、その係止箇所を横葺用屋
根板Aの伸縮を許容しうるように構成したことに
より、第1にその接続箇所を極めて簡単な構成で
水密的に施工てきるし、第2の接続箇所の取付施
工が簡易且つ迅速にできるし、第3に横葺用建築
用板Aの長手方向の熱伸縮に良好に対応でき、第
4の強固でしかも建築的美観を良好にできる等の
作用効果を奏する。
In the present invention, in a descending ridge of a horizontal roof that is constructed by engaging the inner engaging portion 5 and the outer engaging portion 6 of the horizontal roofing plate A, the horizontal roof plate The roofs A and A ends are cut to form a substantially parallel appropriate interval, and the main plates 4, 4 facing each other are
A joint for getting off the roof in which the locking pieces 4a, 4a are each folded upward from the end, and the locking edges 8a, 8a are folded downward from both sides of the joint main plate 8 in the longitudinal direction at least in part of the longitudinal direction of these sides. Locking edges 8a, 8 on both sides of plate B
A is inserted and locked into the locking pieces 4a, 4a on the left and right sides of the above-mentioned interval part, and the vicinity of the interval part is covered with the joint plate B for getting off the ridge, and the locking part is attached to the horizontal roof board A. By configuring the structure to allow expansion and contraction, firstly, the connection point can be constructed watertight with an extremely simple structure, secondly, the connection point can be installed easily and quickly, and thirdly, the connection point can be installed easily and quickly. It can cope well with thermal expansion and contraction in the longitudinal direction of the architectural board A for horizontal roofing, and has the fourth effect of being strong and having a good architectural appearance.

これらを詳述すると、まず、その降り棟用継手
板Bの両側の係止縁8a,8aを前記間隔箇所の
左右側の係止片4a,4aに挿入係止しつつその
降り棟用継手板Bにて間隔箇所近を覆うように
し、その係止箇所を横葺用屋根板Aの伸縮を許容
しうるように構成したことにより、降り棟接続箇
所を断面してみた(第2図参照)側部には、降り
棟用継手板Bの継手主板8の幅方向の側部と係止
縁8aと主板4端と係止片4aとで中空部が形成
され、その係止縁8aの先端側から雨水が浸入し
たとしても、その係止片4aにて遮られるし、さ
らにその中空部の存在にて雨水の毛管現象を防止
してその雨水を水下側に流下させることができ、
極めて水密性(雨仕舞)が優れた横葺屋根におけ
る降り棟修構造を提供できる。このような構成で
あつても、単に降り棟用継手板Bを、主板4の係
止片4aに係止した構成のみであることから、構
成が簡単であるし、その施工は簡易且つ迅速にで
きる利点もある。
To explain these in detail, first, while inserting and locking the locking edges 8a, 8a on both sides of the joint plate B for getting off the ridge into the locking pieces 4a, 4a on the left and right sides of the above-mentioned interval, the joint plate for getting off the ridge. B covers the vicinity of the gap, and the locking point is configured to allow expansion and contraction of the horizontal roof board A, and the connecting point of the ridge was cut in cross section (see Figure 2). A hollow part is formed in the side part by the side part in the width direction of the main joint plate 8 of the joint plate B for getting off, the locking edge 8a, the end of the main plate 4, and the locking piece 4a, and the tip of the locking edge 8a Even if rainwater enters from the side, it is blocked by the locking piece 4a, and furthermore, the existence of the hollow part prevents the rainwater from capillary phenomenon and allows the rainwater to flow down to the bottom side.
It is possible to provide a ridge repair structure for horizontal roofs with extremely excellent watertightness (rain closure). Even with such a configuration, the configuration is simple and the construction is simple and quick since the connecting plate B for the egress ridge is simply locked to the locking piece 4a of the main plate 4. There are some advantages to doing so.

さらに、前記降り棟の接続部では、横葺用屋根
板A,Aの主板4,4端部を被覆したことで、そ
の横葺用屋根板Aが伸縮度の高い材質(銅等)で
あつても、或いはその横葺用屋根板Aを取付施工
する地域の温度差が大きくても、その横葺用屋根
板Aがこの長手方向の外気温に対応して生ずる熱
伸縮を前述の間隔にて吸収することができるし、
特に、降り棟用継手板Bの継手主板8は、間隔箇
所の何れの側の横葺用屋根板Aの端に固着されて
おらず、自由になつていること等から、左右側の
横葺用屋根板A,Aひいては横葺屋根全体にも熱
応力を生じさせず、特に外表面に露出する横葺用
屋根板Aの主板4には変形歪等が殆ど発生しない
ものにできる。このようなことは地震等の外力に
対しても変形歪等が殆ど発生しない強固な接続構
造にできるし、従来の歪発生によつて強度が低下
することや、板鳴現象も防止できる。
Furthermore, at the connection part of the lower ridge, by covering the main plates 4 and 4 ends of the horizontal roofing panels A and A, the horizontal roofing panels A are made of a highly elastic material (copper, etc.). Even if the temperature difference in the area where the horizontal roofing board A is installed is large, the horizontal roofing board A will be able to maintain the thermal expansion and contraction that occurs in response to the outside temperature in the longitudinal direction at the above-mentioned intervals. can be absorbed and
In particular, the joint main plate 8 of the joint plate B for the lower ridge is not fixed to the end of the horizontal roofing plate A on either side of the gap, and is free, so that No thermal stress is generated on the horizontal roof panels A, A, and even the entire horizontal roof, and in particular, almost no deformation strain occurs in the main plate 4 of the horizontal roof panels A exposed on the outer surface. This makes it possible to create a strong connection structure in which almost no deformation strain occurs even when subjected to external forces such as earthquakes, and it is possible to prevent the conventional reduction in strength due to strain generation and the plate rattling phenomenon.

又、降り棟用継手板Bの両側の係止縁8a,8
aを前記間隔箇所の左右側の係止片4a,4aに
挿入係止したことで強風雨があつてもその降り棟
用継手板Bが外れることなく接続箇所を強固にで
きる。特に、第4図に示すような降り棟用継手板
Bにて施工し、一部のみの係止構造にすると、挿
入係止するのに極めて能率的にできるし、第3図
に示すように降り棟継手板Bの全長に亘つて係止
縁8aを設けると、この係止縁8aと係止片4a
とは全体的に係止されてここが著しく外れにくく
でき強度的に優れたものにできる。このように葺
成することで、その横葺屋根の降り棟箇所が段状
が連続して一般部と同様になり、建築的美観も好
適にできる。
Also, the locking edges 8a, 8 on both sides of the joint plate B for getting off the ridge
By inserting and locking a into the locking pieces 4a, 4a on the left and right sides of the space, the joint plate B for getting off the roof can be made strong without coming off even in strong winds and rain. In particular, if it is constructed using the joint plate B for getting off as shown in Fig. 4, and only a part of it is locked, insertion and locking can be done extremely efficiently, and as shown in Fig. 3, When the locking edge 8a is provided over the entire length of the ridge joint plate B, this locking edge 8a and the locking piece 4a
The whole part is locked, making it extremely difficult to dislodge, making it extremely strong. By constructing the roof in this way, the ridge of the horizontal roof has a continuous step pattern similar to that of the general area, and the architectural beauty can be improved.

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

図面は本発明の一実施例を示すものであつて、
第1図は本発明の斜視図、第2図は第1図の要部
縦断面図、第3図、第4図は降り棟用継手板の斜
視図、第5図は横葺用屋根板の端部の斜視図であ
る。 A……横葺用屋根板、B……降り棟用継手板、
4……主板、4a……係止片、5……内側係合
部、6……外側係合部、8……継手主板、8a…
…係止縁。
The drawings show one embodiment of the invention,
Fig. 1 is a perspective view of the present invention, Fig. 2 is a longitudinal sectional view of the main part of Fig. 1, Fig. 3 and Fig. 4 are perspective views of a joint plate for descending ridge, and Fig. 5 is a roof plate for horizontal roofing. FIG. A... Roof plate for horizontal roofing, B... Joint plate for descending ridge,
4... Main plate, 4a... Locking piece, 5... Inner engaging part, 6... Outer engaging part, 8... Joint main plate, 8a...
...locking edge.

Claims (1)

【特許請求の範囲】[Claims] 1 横葺用屋根板の内側係合部と外側係合部とを
係合しつつ葺成した横葺屋根の降り棟において、
この降り棟箇所の対向する横葺用屋根板端相互を
切断して略平行な適宜の間隔を形成し、且つその
対向する主板端より係止片を上側に各々折返し、
継手主板の幅方向両側より、この側部の長手方向
の少なくとも一部に係止縁を下側に折返した降り
棟継手板の両側の係止縁を前記間隔箇所の左右側
の係止片に挿入係止しつつその降り棟継手板にて
間隔箇所付近を覆うようにし、その係止箇所を横
葺用屋根板の伸縮を許容しうるように構成したこ
とを特徴とした横葺屋根における降り棟修構造。
1. In the ridge of a horizontal roof, which is constructed by engaging the inner engaging part and the outer engaging part of the horizontal roof shingles,
Cut the opposite edges of the horizontal roofing plates at this ridge drop point to form a substantially parallel appropriate interval, and fold the locking pieces upward from the opposing main plate ends,
From both sides in the width direction of the main joint plate, attach the locking edges on both sides of the ridge joint plate, which has the locking edges folded downward in at least a portion of the longitudinal direction of this side part, to the locking pieces on the left and right sides of the above-mentioned space. A method for lowering a horizontal roof roof characterized by inserting and locking the lower roof plate and covering the vicinity of the gap with the lower ridge joint plate, and configuring the locking point to allow expansion and contraction of the horizontal roof plate. Building repair structure.
JP14957584A 1984-07-20 1984-07-20 Falling ridge repairing structure in traverse shingling roof Granted JPS6128655A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14957584A JPS6128655A (en) 1984-07-20 1984-07-20 Falling ridge repairing structure in traverse shingling roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14957584A JPS6128655A (en) 1984-07-20 1984-07-20 Falling ridge repairing structure in traverse shingling roof

Publications (2)

Publication Number Publication Date
JPS6128655A JPS6128655A (en) 1986-02-08
JPH0410545B2 true JPH0410545B2 (en) 1992-02-25

Family

ID=15478187

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14957584A Granted JPS6128655A (en) 1984-07-20 1984-07-20 Falling ridge repairing structure in traverse shingling roof

Country Status (1)

Country Link
JP (1) JPS6128655A (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5922166Y2 (en) * 1978-04-14 1984-07-03 元旦 船木 Connecting cover for surface structure material
JPS5715951U (en) * 1980-06-30 1982-01-27
JPS5820732U (en) * 1981-08-03 1983-02-08 株式会社大金製作所 clutch disc
JPS5922166U (en) * 1982-08-03 1984-02-10 株式会社遠藤製作所 golf club head
JPH0423699A (en) * 1990-05-18 1992-01-28 Matsushita Electric Ind Co Ltd acoustic diaphragm

Also Published As

Publication number Publication date
JPS6128655A (en) 1986-02-08

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