JPS63147052A - Connection part structure of roof using transverse shingling roof panel - Google Patents

Connection part structure of roof using transverse shingling roof panel

Info

Publication number
JPS63147052A
JPS63147052A JP29741387A JP29741387A JPS63147052A JP S63147052 A JPS63147052 A JP S63147052A JP 29741387 A JP29741387 A JP 29741387A JP 29741387 A JP29741387 A JP 29741387A JP S63147052 A JPS63147052 A JP S63147052A
Authority
JP
Japan
Prior art keywords
folded
roof
edge
rising
horizontal
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.)
Granted
Application number
JP29741387A
Other languages
Japanese (ja)
Other versions
JPH0625461B2 (en
Inventor
元旦 船木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Funaki Shoji KK
Original Assignee
Funaki Shoji KK
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 Funaki Shoji KK filed Critical Funaki Shoji KK
Priority to JP29741387A priority Critical patent/JPH0625461B2/en
Publication of JPS63147052A publication Critical patent/JPS63147052A/en
Publication of JPH0625461B2 publication Critical patent/JPH0625461B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、金属鋼板製の横葺き屋根板を用いた屋根の
接合部構造に関し、さらに詳しくは、防錆用焼付は塗装
などを施した所定幅による長尺金属鋼板の両側端部に、
予め相互係合のための所定の軒側1棟側係合部をそれぞ
れに賦形成形させて横葺き屋根板とし、この横葺き屋根
板の複数枚を前段軒側と次段棟側とで相互に保合接続さ
せて葺き上げるようにした横葺き屋根の接合部構造、特
にこれらの軒側9棟側相互の各係合部形状の改良に係る
ものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a joint structure of a roof using horizontal roofing sheets made of metal steel sheets, and more specifically, the rust-preventing baking is performed by painting or the like. At both ends of the long metal steel plate according to the specified width,
A predetermined engagement portion on one eave side and one ridge side for mutual engagement is formed and shaped in advance to form a horizontal roof plate, and a plurality of horizontal roof plates are attached to the front eave side and the next ridge side. This invention relates to a joint structure of horizontal roofs that are connected to each other and roofed together, and in particular to an improvement in the shape of each engaging part between the nine eaves sides.

〔従来の技術〕[Conventional technology]

従来から、この種の長尺金属鋼板による横葺き形式の軒
側1棟側6保合部を賦形成形させた屋根板については、
様々な形式、態様のものが数多く提案されており、なか
でも主として雨仕舞い、すなわち相互に係合接続される
軒側9棟側の各係合部からの雨水などの浸入防上を意図
した組合せ係合部形状の開発が盛んである。
Conventionally, this kind of horizontal roofing type roof board made of long metal steel plates has been formed with the eave side 1 building side 6 retaining part formed,
A large number of various types and configurations have been proposed, among which combinations are mainly intended for rain closure, that is, for preventing infiltration of rainwater etc. from each engagement part of the nine eaves sides that are mutually engaged and connected. The shape of the engaging part is being actively developed.

こ−で、このような長尺金属鋼板製の横葺き屋根板にあ
って、一般的に採用されている軒側1棟側6係合部にお
ける接続形状の各別の従来例構造を第4図(a) 、 
(b)および第5図に示す。
For this reason, in the case of horizontal roof panels made of long metal steel plates, the conventional structure of each of the connection shapes at the six engaging portions on the eave side and the ridge side, which are generally adopted, was compared to the fourth example. Figure (a),
(b) and shown in FIG.

すなわち、第4図(a)は第1の従来例構成による横葺
き屋根板を示す断面斜視図、第4図(b)は同上構分き
屋根板での軒側1棟側6保合部の接続係合状態を拡大し
て示す断面図であり、また、第5図は第2の従来例構成
による横葺き屋根板での軒側9棟側各係合部の接続係合
状態を拡大して示す断面図である。
That is, FIG. 4(a) is a cross-sectional perspective view showing a horizontal roof plate according to the first conventional configuration, and FIG. 4(b) is a 6-retaining portion on the eave side and one building side of the same divided roof plate as above. FIG. 5 is an enlarged cross-sectional view showing the connection and engagement state of each of the nine eave-side and nine-building side engagement parts of the horizontal roof board according to the second conventional configuration. FIG.

これらの各従来例構成において、前者の第1の従来例の
場合、横葺き屋根板(1)は、例えば、防錆用焼付は塗
装などを施した所定幅の長尺金属鋼板を用い、この金属
鋼板をロール成形機などにより、長子方向に沿った中央
部に面板部(2)を残して、その−側部側に軒側成形部
(3)と、他側部側に棟側成形部(4)とをそれぞれに
連続して賦形成形させると共に、これを所定の単位長さ
に切断して、図示省略したが、通常では、長さ方向接続
のために、その切断端部の一方には、表面側への折り返
し接続部を、他方には、裏面側への折り返し接続部をそ
れぞれに形成する。
In each of these conventional configurations, in the case of the first conventional example, the horizontal roofing board (1) is, for example, a long metal steel plate of a predetermined width that has been painted for rust prevention. A metal steel plate is formed using a roll forming machine or the like, leaving a face plate part (2) in the center along the longitudinal direction, and forming an eave side forming part (3) on the negative side and a ridge side forming part on the other side. (4) are formed in succession, and then cut into a predetermined unit length.Although not shown in the figure, usually one of the cut ends is connected in the longitudinal direction. A folded connection part to the front side is formed on one side, and a folded connection part to the back side is formed on the other side.

しかして、前記軒側成形部(3)には、前記面板部(2
)の−側部側から、頭頂部(5)をや覧斜め外側下方に
所定の長さで折曲させ、また、その突端より下方に立下
り部(6)を立下らせると共に、その下端縁(7)を内
側に上向き弧状に折り返し彎曲させて折り返し部(8)
とし、かつこの折り返し端を縁曲げ部(9)に形成しで
ある。
Therefore, the eave side molded part (3) has the face plate part (2).
) from the - side side, bend the crown part (5) diagonally outward and downward to a predetermined length, and let the falling part (6) fall downward from the tip, and The lower edge (7) is folded inward in an upward arc to form a folded part (8).
and this folded end is formed into an edge bending part (9).

続いて、前記棟側成形部(4)には、前記面板部(2)
の他側部側から、前記縁曲げ部(9)を抱持し得るよう
に、抱持部(lO)を斜め内側上方に折曲させ、また、
その突端より上方に突出片部(11)を立上らせた上で
、その突縁(12)を内側下方に突出させである。
Subsequently, the ridge side molded part (4) has the face plate part (2).
The holding part (lO) is bent diagonally inward and upward so that the bent edge part (9) can be held from the other side, and
A protruding piece (11) is made to stand up above the protruding end, and its protruding edge (12) is made to protrude inwardly and downwardly.

そして、この第1の従来例構成では、被葺きヒげ対象部
としての垂木(13)もしくは野地板面上にあって、ま
ず、軒先側、こ−では前段側となる横葺き屋根板(1)
を、その内側空間部内に適宜バックアツプ材としての木
毛板(14)などを配した状態で、例えば、よく知られ
ているように、図示省略した吊子部材などで取付けてお
き、ついで、この前段側横罫き屋根板(1)の棟側成形
部(4)に対して、棟側での次段側横葺き屋根板(1)
の軒側成形部(3)を図示通りに係合接続させ、この係
合を軒側から棟側、つまり、下方から上方へ順次に繰返
して葺き上げることにより、所期の横葺き屋根構造を得
るのである。
In this first conventional configuration, first, the horizontal roofing board (13), which is on the rafter (13) or the roofing board surface as the part to be thatched, is on the eaves side, in this case, the front side. )
, with a wood wool board (14) as a back-up material arranged as appropriate in the inner space, and attached, for example, with a hanger member (not shown), as is well known, and then, In contrast to the ridge side molded part (4) of the previous horizontal ruled roof board (1), the next horizontal ruled roof board (1) on the ridge side
By engaging and connecting the eave side molded parts (3) as shown in the diagram, and repeating this engagement sequentially from the eave side to the ridge side, that is, from the bottom to the top, the desired horizontal roof structure is achieved. You get it.

すなわち、より一層具体的には、第4図(b)に示す通
りに、前段側棟側成形部(4)に次段側軒側成形部(3
)を被嵌させるようにして、抱持部(lO)内に折り返
し部(8)の一部を含む縁曲げ部(9)を装入係合させ
ると共に、立下り部(6)の内面を突縁(12)に突当
て覧接続させるものであり、この係合接続状態では、縁
曲げ部(9)が抱持部(lO)内に抱持されて、折り返
し部(8)の上向き彎曲によって第1の減圧空間部(1
5)が形成され、抱持部(10)内にあって第2の減圧
空間部(16)が形成され、かつ立下り部(6)および
突出片部(11)、突縁(12)開山にあって第3の減
圧空間部(17)が形成されるのである。
That is, more specifically, as shown in FIG.
), insert and engage the edge bending part (9) including a part of the folded part (8) into the holding part (lO), and also insert the inner surface of the falling part (6) into engagement. In this engagement and connection state, the edge bending part (9) is held in the holding part (lO) and the folded part (8) is curved upward. The first decompression space (1
5) is formed, a second decompression space (16) is formed within the holding part (10), and a falling part (6), a protruding piece part (11), and a protruding edge (12) are formed. A third decompression space (17) is formed therein.

次に、@者の第2の従来例の場合1軒側成形部(3)に
ついては、前記と同様に頭頂部(5)および立下り部(
6)を形成させ、かつその下端縁(7)を内側に折り返
して折り返し部(18)にすると共に、この折り返し端
を縁曲げ部(19)に形成してあり、また、棟側成形部
(4)についても、前記と同様に抱持部(10)を形成
させ、かつその突端部を折り返して折り返し部(19)
、およびこれを上方に立上げて屈曲させた屈曲部(20
)とし、さらに、これを内側に取付は座(21)を延長
して構成させたもので、この第2の従来例構成において
も、抱持部(lO)に縁曲げ部(19)を含む折り返し
部(18)を挿入して係合させると共に、立下り部(6
)の内面を折り返し部(19)の突端に突き当て〜接続
させ、この接続状態で抱持部(10)内に第1の減圧空
間部(22)が形成され、かつ折り返し部(19)の上
方内部に第2の減圧空間部(23)が形成されるのであ
る。
Next, in the case of @'s second conventional example, regarding the first eave side molded part (3), the crown part (5) and the falling part (
6), and its lower edge (7) is folded inward to form a folded part (18), and this folded end is formed into a bent edge part (19), and the ridge side molded part ( Regarding 4), the holding part (10) is formed in the same manner as above, and the tip part is folded back to form the folded part (19).
, and a bent part (20
), and furthermore, this is attached to the inside by extending the seat (21), and also in this second conventional configuration, the holding part (lO) includes the edge bending part (19). While inserting and engaging the folded portion (18), the falling portion (6)
) is brought into contact with the tip of the folded part (19), and in this connected state, a first decompression space (22) is formed within the holding part (10), and the inner surface of the folded part (19) is A second reduced pressure space (23) is formed in the upper interior.

つまり、これらの第1.第2の各従来例構成から明らか
なように、従来での軒側1棟側6係合部における接続構
造の基本的な概念としては、前段側の面板部(2)から
立上げた棟側成形部(0に対して、次段側の面板部(2
)から立上げた軒側成形部(3)を、その外部に露出さ
れる保合突き合せ部が、面板部(2)の面上に位置され
るように被嵌して係合接続させ、各係合部相互の係合面
からの雨水などの浸入阻止、および各減圧空間部での雨
水などの浸入圧の減圧を図るようにしているのである。
In other words, the first of these. As is clear from the configurations of the second conventional examples, the basic concept of the conventional connection structure in the 6 engagement parts on the 1 ridge side of the eaves is that the ridge side raised from the front face plate part (2) Compared to the molding part (0), the face plate part (2) on the next stage side
), the eaves side molded part (3) is fitted and engaged so that the externally exposed retaining abutment part is positioned on the surface of the face plate part (2), This is intended to prevent rainwater from entering from the engaging surfaces of the respective engaging portions and to reduce the pressure of rainwater entering into each depressurized space.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、前記のように構成される各従来例での長
尺金属鋼板製の横葺き屋根の接合部構造においては、軒
側1棟側6係合部の係合突き合せ部が1面板部の面上に
直接、接触するように位置して構成され、しかも、この
係合突き合せ部は、必然的に同面板部からはり直角に立
Fる内角部の隅角に存在するために1強い風雨時などに
あっては、例えば、第4図(b)に矢印で示すように、
面板部に与えられた屋根勾配に沿って吹き上げられる風
雨が、至極当然のことではあるが、前記内角部の隅角に
露出されている係合突き合せ部に集中して吹き当てられ
ることになり、特にこの係合突き合せ部に強力な風雨圧
が加えられて、同係合突き合せ部における毛細管現象に
基づいた浸水圧が大きく高められると共に、こ\では、
この係合突き合せ部に続く立下り部への下方からの風雨
圧により、同係合突き合せ部が押し開かれる作用も加え
られて、この係合突き合せ部での面板面との間の隙間が
大きくなる傾向を有し、相互に係合接続される軒側1棟
側6係合部の内部への浸水などの惧れが一層増加すると
云う不利がある。
However, in the joint structure of horizontal roofs made of long metal steel plates in each of the conventional examples configured as described above, the engagement abutment part of the six engagement parts on the first eaves side is the same as that of the first plate part. The engaging abutting portion is located at a corner of an internal corner F that is perpendicular to the same surface plate portion, and therefore has a strength of 1. In times of wind and rain, for example, as shown by the arrow in Figure 4(b),
Naturally, the wind and rain blown up along the roof slope given to the face plate section will be concentrated on the engaging abutment section exposed at the corner of the inner corner section. In particular, strong wind and rain pressure is applied to this engaging butt part, and water ingress pressure based on capillary phenomenon at the engaging butt part is greatly increased, and in this case,
The wind and rain pressure from below on the falling part following this engagement abutment part also pushes the engagement abutment part open, causing the gap between the engagement abutment part and the face plate surface to increase. There is a disadvantage that the gap tends to become larger, further increasing the risk of water intrusion into the interior of the six engaging portions on the eave side and one building side that are engaged and connected to each other.

そしてまた、前記の保合突き合せ部に集中して吹き当て
られる強力な風雨は、一般的に砂、泥。
Furthermore, the strong wind and rain that concentrates on the above-mentioned butt joints generally produces sand and mud.

塵埃などを伴なっていることが多く、雨水と一緒にこれ
らも屋根内部に浸入し、砂に含まれた鉄分による春秋の
発生とか、のちにこれが流れ出して面板面、ひいては屋
根面を汚損する惧れがあり、また、特に寒冷地などでは
、侵入した雨水、雪片などが凍結して膨張し、保合面の
隙間をより一層大きくして、益々雨水の浸入の機会を高
めるなどの問題点を有するものであった。
It is often accompanied by dust, and there is a risk that this will enter the roof along with rainwater, causing problems such as spring and fall due to the iron contained in the sand, and that this will later flow out and stain the face plate surface and eventually the roof surface. In addition, especially in cold regions, rainwater and snowflakes that have entered can freeze and expand, making the gap between the retaining surfaces even larger, increasing the chances of rainwater infiltrating. It was something that I had.

従って、この発明の目的とするところは、従来例装置で
のこのような問題点に鑑み、前記した軒側9棟側各課合
部での外部に露出される係合突き合せ部での風雨、なら
びに砂、泥、塵埃などの浸入を効果的に防+FL得る係
合部形状を備えた。この種の横葺き屋根板を用いた屋根
の接合部構造を提供することである。
Therefore, in view of the above-mentioned problems with the conventional device, it is an object of the present invention to protect against wind and rain at the engagement abutting portions exposed to the outside at each of the above-mentioned nine eave-side engagement portions. It also has an engaging part shape that effectively prevents the infiltration of sand, mud, dust, etc. The object of the present invention is to provide a roof joint structure using this type of horizontal roofing board.

〔問題点を解決するための手段〕[Means for solving problems]

前記目的を達成させるために、この発明に係る横葺き屋
根板を用いた屋根の接合部構造は、長手方向の中央部に
面板部、この面板部の一側部に軒側成形部、同他側部に
棟側成形部を形成した横葺き屋根板を有し、前段側横罫
き屋根板の棟側成形部に、吹吸側横罫き屋根板の軒側成
形部を相互に係合接続させて構成する横葺き屋根の接合
部構造であって、前記軒側成形部には、立下り部を立下
げて下部折り返し縁を形成させ、かつこの下部折り返し
縁を内側に折り返して、端部に縁曲げ部を有する折り返
し部とし、また、前記棟側成形部には、前記面板部から
少なくとも一つの第1段立上り部を立上げると共に、こ
の第1段立上り部の平坦面部から、前記立下り部を可及
的面一に連接させる第2段立上り部を立上げて、前記下
部折り返し縁を突き合せる上部折り返し縁を形成させ、
さらに、この上部折り返し縁を外側に折り曲げて、前記
縁曲げ部を含む折り返し部を受け入れる受け入れ部とし
、さらにこの受け入れ部から前記折り返し部を覆うよう
にして受け入れ抱持部を折り返し形成させたことを特徴
としている。
In order to achieve the above object, the joint structure of a roof using horizontal roofing boards according to the present invention has a face plate part in the center in the longitudinal direction, an eave side molding part on one side of this face plate part, and the like. It has a horizontal roof board with a ridge side molded part formed on the side, and the eave side molded part of the blow-in side horizontally ruled roof board is mutually engaged with the ridge side molded part of the front side horizontally ruled roof board. A joint structure of horizontal roofs connected to each other, wherein the eave side molded part has a falling part to form a lower folded edge, and the lower folded edge is folded inward to form an edge. The folded part has an edge bent part at the part thereof, and the ridge side molded part has at least one first step rising part raised from the face plate part, and from the flat surface part of the first step rising part, Raise a second stage rising portion that connects the falling portions as flush as possible to form an upper folded edge that abuts the lower folded edge;
Further, the upper folded edge is bent outward to form a receiving part that receives the folded part including the bent edge part, and further a receiving holding part is formed by folding back to cover the folded part from this receiving part. It is a feature.

〔作   用〕[For production]

すなわち、この発明に係る横葺き屋根板を用いた屋根の
接合部構造においては、前段軒側の横葺き屋根板の棟側
成形部に対し、次段棟側の横葺き屋根板の軒側成形部を
被嵌させて、立上り部の上部折り返し縁に立下り部の下
部折り返し縁を突き合せるように、かつ縁曲げ部を含む
折り返し部を受け入れ部に受け入れるように係合接続さ
せることで、立上り部と立下り部との上部、下部の各折
り返し縁の突き合せ接合部が、面板部からt51段立上
り部および第2段立上り部を介して立上った部分に位置
され、面板部に沿って吹き上げられる風雨が、まず、第
1段立上り部により消勢された後、続いて、その平坦面
部を経て第2段立上り部に突きちるために、その勢力が
十分に弱められ、この状態で突き合せ接合部を通過する
ことになって、この突き合せ接合部に直接吹き当てられ
ず、同時にこれらの立上り部と立下り部とが可及的に面
一になって、吹き当てられる風雨を適切に捌きスするの
であり、かつ突き合せ接合部の内部に折り返し部によっ
て減圧空間部が構成され、雨水の浸入圧を効果的に減圧
できるのである。
That is, in the joint structure of a roof using horizontal roof sheets according to the present invention, the eave side molding of the horizontal roof sheet on the next stage ridge side is compared to the ridge side molding part of the horizontal roof sheet on the previous stage eave side. The upper folded edge of the rising part is engaged with the lower folded edge of the falling part, and the folded part including the edge bending part is received in the receiving part. The abutting joints of the upper and lower folded edges of the part and the falling part are located at the part rising from the face plate part via the t51 step rising part and the second step rising part, and are located along the face plate part. The wind and rain blown up by the wind and rain are first dissipated by the rising part of the first stage, and then pass through the flat surface part and hit the rising part of the second stage, so the force is sufficiently weakened, and in this state. Since the wind and rain will pass through the butt joint, the wind and rain will not be directly exposed to the butt joint, and at the same time, the rising and falling parts will be flush with each other as much as possible to prevent the wind and rain from blowing against the butt joint. In addition, a decompression space is formed by the folded part inside the butt joint, and the intrusion pressure of rainwater can be effectively reduced.

〔実 施 例〕〔Example〕

以下、この発明に係る横葺き屋根板を用いた屋根の接合
部構造の各別の実施例につき、第1図ないし第3図を参
照して詳細に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, various embodiments of a roof joint structure using horizontal roof panels according to the present invention will be described in detail with reference to FIGS. 1 to 3.

第1図は第1実施例による横葺き屋根板を示す断面斜視
図、第2図は同上横幕き屋根板における軒側9棟側各課
合部での接続係合状態を拡大して示す断面図である。
Fig. 1 is a cross-sectional perspective view showing the horizontal roof board according to the first embodiment, and Fig. 2 is an enlarged cross-sectional view showing the connected and engaged state of the horizontal roof board at each joint on the eave side and 9 building sides. It is a diagram.

すなわち、この第1図、第2図に示す第1実施例構成に
おいて、横葺き屋根板(31)は、前記従来例構成の場
合と同様に、例えば、防錆用焼付は塗装などを施した所
定幅の長尺金属鋼板を用い、この金属鋼板をロール成形
機などにより、長手方向に沿った中央部に面板部(32
)を残して、その−側部側に軒側成形部(33)と、他
側部側に棟側成形部(30とをそれぞれに連続して賦形
成形させると共に、これを所定の単位長さに切断して、
図示省略したが、通常では、長さ方向接続のために、そ
の切断端部の一方には、表面側への折り返し接続部を、
他方には、裏面側への折り返し接続部をそれぞれに形成
する。
That is, in the configuration of the first embodiment shown in FIGS. 1 and 2, the horizontal roofing board (31) is coated with a coating or the like for anticorrosive baking, as in the case of the conventional configuration. A long metal steel plate with a predetermined width is used, and a face plate portion (32
), and the eave side molding part (33) on the negative side side and the ridge side molding part (30) on the other side side are formed continuously, and this is formed into a predetermined unit length. Cut it in half,
Although not shown, usually one of the cut ends has a folded connection part to the surface side for longitudinal connection.
On the other side, a folded connection portion to the back side is formed respectively.

しかして、前記軒側成形部(33)には、前記面板部(
32)の−側部側から1頭頂部(35)をや−斜め外側
下方に所定の長さで折曲させ、また、その突端より下方
に立下り部(3B)を立下らせると共に、その下部の折
り返し縁(37)を内側に折り返して折り返し部(3B
)とし、かつこの折り返し端を上部側へ縁曲げして縁曲
げ部(39)に形成しである。
Therefore, the eave side molded part (33) has the face plate part (
From the side of 32), bend one crown part (35) slightly diagonally outward and downward to a predetermined length, and also let a falling part (3B) fall downward from the tip, Fold the lower folded edge (37) inward and fold the folded part (3B)
), and the folded end is bent upward to form a bent part (39).

続いて、前記棟側成形部(34)には、前記面板部(3
2)の他側部側から第1段立−Eり部(40a)を立上
げると共に、その上部平坦面部(40b)からは、さら
に、第2段立上り部(40c)を立上げて、その上部の
折り返し縁(41)を外側に折り曲げて、前記縁曲げ部
(39)を含んだ折り返し部(38)を受け入れる受け
入れ部(42)とし、そしてまた、この受け入れ部(4
2)からこれを覆うようにして内側上方に受け入れ抱持
部(43)を折り返し、かつ同受け入れ抱持部(43)
を折り返して前記面板面に対応する位置まで立下げて折
り曲げ、取付は固定のための取付は部(44)を形成さ
せたものである。
Subsequently, the ridge side molded part (34) has the face plate part (3
2) Raise the first raised part (40a) from the other side, and further raise the second raised part (40c) from the upper flat surface part (40b). The upper folded edge (41) is folded outward to form a receiving part (42) for receiving the folded part (38) including said folded part (39), and also this receiving part (4
2), fold the receiving and holding part (43) upwardly inside so as to cover this, and the receiving and holding part (43)
is folded back and bent down to a position corresponding to the face plate surface, and a mounting portion (44) for fixing is formed.

そして、この第1の実施例構成の場合、各横葺き屋根板
(31)を屋根構造に組み上げるのには、前記従来例構
成の場合と同様に、被葺き上げ対象部としての垂木(1
3)もしくは野地板面上にあって。
In the case of this first embodiment configuration, in order to assemble each horizontal roof board (31) into a roof structure, as in the case of the conventional configuration, the rafters (1
3) Or on the field board surface.

まず、軒先側、こ−では前段側となる横葺き屋根板(3
1)を、その内側空間部内に適宜バックアツプ材として
の木毛板(14)などを配した状態で、取付は部(44
)をよく知られているように図示しない止め釘などで取
付けておき、ついで、この前段調横罫きjffiffl
板(31)の棟側成形部(34)に対し、棟側での次段
側横葺き屋根板(31)の軒側成形部(33)を、これ
らの立上り部(40c)に立下り部(3B)が一連にな
って、かつそれぞれの折り返し縁(41)、(3?)が
突き合わされて突き合せ接合部(48)を形成するよう
に、また、縁曲げ部(39)を含む折り返し部(38)
を受け入れ部(42)に受け人させるようにして、受け
入れ抱持部(43)内に抱持させて係合接続させ、この
係合接続を軒側から棟側、つまり下方から上方へ順次に
葺き上げて、所期の横葺き屋根構造を得るのである。
First, install the horizontal roof shingles (3
1), with a wood wool board (14) as a back-up material placed in the inner space of the part (44).
) as is well known, attach it with pegs (not shown), and then attach this front horizontal ruled line jffiffl.
For the ridge-side molded part (34) of the board (31), the eave-side molded part (33) of the next horizontal roof board (31) on the ridge side is attached to the rising part (40c) of the eave-side molded part (33). (3B) are arranged in a series and each folded edge (41), (3?) is butted to form a butt joint (48), and the folded edge including the edge bent part (39) Department (38)
are received by the receiving part (42), held in the receiving and holding part (43), and engaged and connected, and this engaged connection is made sequentially from the eave side to the ridge side, that is, from the bottom to the top. The roof is then raised to obtain the desired horizontal roof structure.

そして、このように組みLげた横葺き屋根構造にあって
は、立上り部(40a)と立下り部(3G)との上部、
下部の各折り返し縁(41)、(37)の突き合せ接合
部(4G)が、実質的に面板部(32)から立上った表
面部分に位置されると共に、これらの第2段立上り部(
40C)と立下り部(36)とが相互に連接されて可及
的に面一となり、かつ係合部の内部において、折り返し
部(38)の内側にあっては、第1の減圧空間部(45
a)と第2の減圧空間部(45b)とが順次に構成され
るのである。
In the horizontal roof structure assembled in this way, the upper part of the rising part (40a) and the falling part (3G),
The butt joints (4G) of the lower folded edges (41), (37) are substantially located on the surface portions rising from the face plate portion (32), and these second-stage rising portions (
40C) and the falling part (36) are connected to each other so as to be flush with each other as much as possible, and inside the engaging part, inside the folded part (38), there is a first decompression space part. (45
a) and the second decompression space (45b) are constructed in sequence.

こ−で、この第1実施例楕成の場合、相πに係合接続さ
れる軒側前段9棟側次段の各横罫き屋根板(31)にあ
って、面板部(32)に沿って吹き上げる風雨に対する
受圧面としては、第2図からも明らかなように、まず最
初に、第1段立上り部(40a)が直接的な該当面とな
り、ついで、第2段立上り部(40C)が間接的な該当
面となる。そして、この場合、これらの相互に保合接続
された軒側1棟側各課合部(33) 、(34)の全体
の立上り高さは、とりも直さず一連となった第1段、第
2段の立上り部(40a) 、 (40c)と立下り部
(38)との高さに等しく、また、これらの両者での外
部に対して露出される接合部分は1間接的な該当面であ
る第2段立上り1(40C)での上部折り返し縁(41
)と、それに立下り部(36)での下部折り返し縁(3
7)との係合突き合せ部(46)に相当し、この係合突
き合せ部(46)は、前記した従来例構成の場合のよう
に、面板部(32)の面上に直接、接しては一直角に立
上る内角部の隅角には存在せず、平坦面部(40b)の
面上での立−ヒリ受圧面の中間部に面一となって位置さ
れることになる。
In this case, in the case of the oval configuration of the first embodiment, in each horizontally ruled roof board (31) of the front stage of the eaves side and the next stage of the nine building sides that are engaged and connected to the phase π, there is a As is clear from Fig. 2, the first stage rising part (40a) is the directly relevant pressure surface for the wind and rain blown up along the line, and then the second stage rising part (40C) is the indirect relevant aspect. In this case, the overall rising height of the eave side 1 building side sections (33) and (34) that are interconnected and connected to each other is essentially the same as that of the first stage and the first stage, which are a series. The heights of the rising parts (40a) and (40c) of the two stages and the falling part (38) are equal, and the joint part of both of them exposed to the outside is one indirect corresponding surface. The upper folded edge (41
) and the lower folded edge (3) at the falling part (36).
7), and this engaging butt portion (46) is in direct contact with the surface of the face plate portion (32) as in the case of the conventional configuration described above. The inner corner does not exist at the corner of the internal corner rising at a right angle, but is located flush with the middle part of the vertical and burr pressure receiving surface on the plane of the flat surface part (40b).

従って、この第1実施例による構成では、面板部(32
)に沿って吹き上げられる風雨は、先に従来例構成で述
べたのと同様に、こ−でも必然的に同面板部(32)か
らはC直角に立上った内角部の隅角に集中されることに
なるが、この場合、第2図からも明らかなように、同隅
角に対応する部分が棟側係合部(34)の第1段立上り
部(40a)の基部に該当しており、この第1段立上り
部(40a)の基部に集中して吹き当てちる風雨は、同
基部に何等の保合突き合せ部も存在していないために、
同第1段立上り部(40a)に吹き当って、その勢力が
十分に弱められたのち上方に跳ね返って流れると共に、
この第1段立上り部(40a)の基部に沿い長手方向に
流れ、その弱められた一部の風雨、ならびに面板部(3
2)に沿うことなく単に平坦面部(40b)の面に吹き
込まれる風雨、つまりこ−でも勢力の弱い風雨が、あら
ためて第2段立上り部(40c)に吹き当てられて同様
に作用されるので、この風雨を係合突き合せ部(46)
に対して殆んど影響を与えることなく適切に捌き得るの
であり、このようにして軒側9棟側6係合部(33)、
(34)の係合突き合せ部(46)に対しては1面板部
(32)に沿って吹き上げられる風雨の影響が十分に緩
和される。
Therefore, in the configuration according to the first embodiment, the face plate portion (32
), the wind and rain blown up along the C-line (32) will inevitably be concentrated at the corner of the inner corner that rises at right angle C from the same plane plate (32), as described above in the conventional configuration. However, in this case, as is clear from Fig. 2, the part corresponding to the same angle corresponds to the base of the first stage rising part (40a) of the ridge side engaging part (34). The wind and rain that concentrates on the base of the first stage rising part (40a) is caused by the fact that there is no matching butt part at the base.
The blow hits the first stage rising part (40a), and after the force is sufficiently weakened, it rebounds upward and flows,
It flows in the longitudinal direction along the base of this first stage rising part (40a), and a part of the weakened wind and rain, as well as the face plate part (3
2) Wind and rain that simply blows onto the surface of the flat surface portion (40b), that is, wind and rain that is weak in force, is again blown onto the second stage rising portion (40c) and acts in the same way. This abutment part (46) that engages the wind and rain
In this way, the eave side 9 ridge side 6 engaging parts (33),
The influence of wind and rain blown up along the first plate part (32) is sufficiently alleviated on the engagement butt part (46) of (34).

つまり、面板gB(32)での第1段立上り部(roa
)の基部には、係合突き合せ部(48)が存在せずに。
In other words, the first stage rising portion (roa
) without the engaging abutting portion (48) present.

この第1段立上り部(40a)を介した第2段立上り部
(40c)から立上げた部分に係合突き合せ部(46)
を形成させ、かつこの第2段立上り部(40c)と立下
り部(36)とが、平面的に一連にされて面一になって
いるために、第1段立上り部(40a)に吹き当てられ
て一旦、消勢されたのちの風雨が、保合突き合せfll
(48)を越えて上方に流れ易く、従って、立下り部(
38)に上方への押し開き作用を与えず、同時に、係合
突き合せ部(46)の存在しない基部に沿って長手方向
に流れることへなり、同係合突き合せfull(4B)
からの風雨、それにこの風雨に伴なった砂、泥、塵埃な
どの浸入を効果的に排除できるのである。
An abutting portion (46) engages with a portion raised from the second stage rising portion (40c) via the first stage rising portion (40a).
is formed, and since the second stage rising part (40c) and the falling part (36) are connected in a plane and are flush with each other, the first stage rising part (40a) is blown. Once the wind and rain were hit and de-energized, the wind and rain hit each other.
(48) and flows upwardly, therefore, the falling part (
38) is not given an upward pushing-opening action, and at the same time flows in the longitudinal direction along the base where the engagement abutment part (46) does not exist, so that the engagement abutment full (4B)
This effectively eliminates wind and rain as well as the infiltration of sand, mud, dust, etc. that accompany these wind and rain.

また併せて、第1段立上り部(40a)の基部は勿論、
第2段立上り部(40C)の基部には、常に吹き当てら
れた風雨が集中して流れるために、同各基部への砂、泥
、塵埃などの堆積も考えられず、また、風雨が1ヒまっ
たのちの砂、泥、IN埃などの流れ出しも全くあり得ず
、このために屋根面の汚れをも良好に防1トできるので
あり、かつまた、たとえ係合突き合せ部(46)から毛
細管現象によって幾分かの雨水の浸入があったとしても
、この僅かな雨水は、保合突き合せ部(46)の内側に
連なって構成される第1の減圧空間部(45a)により
、その浸入圧が十分減圧されて緩和され、以後の第2の
減圧空間部(45b)の存在とも相俟って、より以上の
内部にまで浸入することはない。
In addition, the base of the first stage rising portion (40a) is of course
Because the wind and rain that are constantly blown on the base of the second stage rising section (40C) concentrate and flow, it is unlikely that sand, mud, dust, etc. will accumulate at the base of each base. There is no possibility that sand, mud, IN dust, etc. will flow out after settling, and therefore the roof surface can be well prevented from getting dirty. Even if some rainwater enters due to capillary action, this small amount of rainwater is absorbed by the first decompression space (45a) that is continuous inside the retaining abutment (46). The intrusion pressure is sufficiently reduced and relaxed, and together with the existence of the second decompression space (45b), the intrusion does not penetrate further into the interior.

さらに、この軒側2棟側6係合部(F3)、(34)の
係合態様、換言すると、この実施例による接合部構造に
おいては、軒側保合部(33)における立下り部(36
)の下部折り返し縁(37)を内側に折り返して折り返
し部(38)としであるために、この折り返し部(38
)には十分な弾性が付与されること\なり、こ−での与
えられている弾性によって、棟側係合部(34)の第2
段立上り部(40c)の上部折り返し縁(41)に対す
る立下り部(3B)の下部折り返し縁(37)の接圧力
を継続して確実に保持できると共に、外部気温の寒暖差
に基すいた各横葺き屋根板(31)の幅方向の伸縮を十
分に吸収でき、さらにまた、折り返し部(38)の折り
返し端を上部側へ縁曲げした縁曲げ部(38)を、受け
入れ部(42)になじみ良く、しかも堅固に受け入れさ
せることができて、各横葺き屋根板(31)の相互間に
剥がれなどの作用を生ずる慣れがなく、長期に亘って良
好な係合態様を保持し得るのである。
Furthermore, the engagement mode of the two eaves-side ridge-side six engaging parts (F3) and (34), in other words, in the joint structure according to this embodiment, the falling part ( 36
) is folded inward to form a folded part (38), so this folded part (38
) is given sufficient elasticity, and due to this given elasticity, the second part of the ridge side engaging part (34)
The contact pressure of the lower folded edge (37) of the falling part (3B) against the upper folded edge (41) of the step rising part (40c) can be continuously and reliably maintained, and the It can sufficiently absorb the expansion and contraction of the horizontal roof board (31) in the width direction, and furthermore, the folded edge portion (38), which is formed by bending the folded end of the folded portion (38) upward, is attached to the receiving portion (42). It can be received easily and firmly, and there is no tendency for the horizontal roofing sheets (31) to peel off or otherwise occur, and a good engagement state can be maintained for a long period of time. .

次に、第3図には、前記した第1実施例構成での態様の
変形例として、第2実施例構成を示しである。
Next, FIG. 3 shows a configuration of a second embodiment as a modification of the configuration of the first embodiment described above.

すなわち、この第2実施例構成では、前記した相互に接
圧される折り返し部(3日)と、受け入れ部(42)と
の各はC中間部に段差部(38a) 、 (42a)を
形成すると共に、受け入れ抱持部(43)に−山の山形
部(43a)を形成し、かつ取付は部(44)を省いた
ものであり、こ−では、前記第1実施例構成の場合と同
様な作用、効果を得られるほかに、前記した毛細管現象
による雨水の浸入をより一層効果的に減圧し得るのであ
る。
That is, in the configuration of the second embodiment, the folded portion (3 days) and the receiving portion (42) that are pressed against each other form step portions (38a) and (42a) in the C intermediate portion. At the same time, a chevron-shaped part (43a) is formed on the receiving and holding part (43), and the mounting part (44) is omitted. In addition to obtaining similar functions and effects, it is possible to more effectively reduce the pressure of rainwater entering due to the capillary phenomenon described above.

尚、上記各実施例において、縁曲げ部(39)の折り曲
げ方向は下部側へ縁曲げしであるが、この方向を下部側
へ縁曲げしても前記と同様な作用、効果が得られる。
In each of the embodiments described above, the bending direction of the edge bending portion (39) is toward the lower side, but even if this direction is bent toward the lower side, the same operation and effect as described above can be obtained.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように、この発明によるときは、長手方向
の中央部に面板部、この面板部の一側部に軒側成形部、
同他側部に棟側成形部を形成した横葺き屋根板を有し、
前段側横罫き屋根板の棟側成形部に、次段側横葺き屋根
板の軒側成形部を相互に保合接続させて構成する横葺き
屋根の接合部構造において、軒側成形部には、立下り部
を立下げて下部折り返し縁を形成させ、かっこの下部折
り返し縁を内側に折り返して、端部に縁曲げ部をもつ折
り返し部とし、棟側成形部には、面板部から少なくとも
一つの第1段立上り部を立上げると共に、この第1段立
上り部のモ坦面部から、立下り部を可及的面一に連接さ
せる第2段立上り部を立上げて上部折り返し縁を形成さ
せ、また、この上部折り返し縁を外側に折り曲げて受け
入れ部とし、さらにこの受け入れ部から折り返し部を覆
うようにして受け入れ抱持部を折り返して形成させたの
で、前段軒側の横葺き屋根板での吊子などで固定された
棟側成形部に対して、次段棟側の横葺き屋根板の軒側成
形部を被嵌させ、その立上り部の上部折り返し縁に立下
り部の下部折り返し縁を突き合せると共に、縁曲げ部を
含む折り返し部を受け入れ部に受け入れさせるだけの簡
単な操作により、これらの両者を係合接続させて所期の
横葺き屋根構造を構成させることができ、また、このよ
うに構成された横葺き屋根構造では、上部、下部の各折
り返し縁での突き合せ接合部が、面板部から第1段立上
り部および第2段立上り部を介し立上った部分に位置さ
れて、面板部に沿って吹き上げられる風雨は、まず、第
1段立上り部により消勢された後、続いて、その平坦面
部を経て第2段立上り部に突き当るために、その勢力が
十分に弱められ、この状態で突き合せ接合部を通過する
ことになって、この突き合せ接合部には直接吹き当てら
れることがなく、同係合突き合せ部からの風雨、それに
この風雨に伴なった砂、泥+ J!JI埃などの浸入を
効果的かつ未然に排除でき、同時にこれらの立上り部と
立下り部とが可及的に面一にされるために、吹き当てら
れる風雨を適切に捌き得て、これらの砂、泥、塵埃など
の堆積、ならびにその堆積に伴なう腐食の進行、汚れな
どをも防止できるのであり、さらには、突き合せ接合部
の内部に受け入れ抱持部によって減圧空間部が構成され
るために、雨水の浸入圧を効果的に減圧して、より以上
内部への雨水の浸入をも良好に阻止し、かつ相互に突き
合わされた立上り部と立下り部とは、十分な耐圧強度を
有して積雪荷重にも強く。
As described in detail above, according to the present invention, the face plate part is provided at the center in the longitudinal direction, and the eave side molded part is provided at one side of the face plate part.
It has a horizontal roof plate with a ridge molding formed on the other side,
In a horizontal roof joint structure in which the ridge side molding of the previous horizontal ruled roof board is connected to the eave side molding of the next horizontal ruled roof board, the eave side molding The lower folded edge of the bracket is folded down to form a lower folded edge, and the lower folded edge of the bracket is folded inward to form a folded part with a bent edge at the end. One first stage rising part is raised, and a second stage rising part is raised from the flat surface part of this first stage rising part to connect the falling parts as flush as possible to form an upper folded edge. In addition, this upper folded edge is bent outward to form a receiving part, and a receiving holding part is further folded back to cover the folded part from this receiving part, so that the horizontal roof board on the front eave side can be used. The eave side molding part of the horizontal roof board on the next ridge side is fitted onto the ridge side molding part fixed with hangers etc., and the upper folded edge of the rising part is fitted with the lower folded edge of the falling part. By a simple operation of butting them together and receiving the folded part including the bent edge part into the receiving part, these two parts can be engaged and connected to form the desired horizontal roof structure, and In the horizontal roof structure configured in this way, the butt joints at the folded edges of the upper and lower parts are located at the part rising from the face plate part through the first and second rising parts. The wind and rain that is blown up along the face plate is first dissipated by the first stage rising part, and then passes through the flat surface part and hits the second stage rising part, so that its force is sufficient. In this state, the butt joint is weakened by the wind and rain, and the wind and rain from the butt joint are not directly blown onto the butt joint. Sand, mud + J! Infiltration of JI dust, etc. can be effectively and proactively eliminated, and at the same time, the rising and falling parts of these parts are made as flush as possible, so that wind and rain can be appropriately dissipated, and these It is possible to prevent the accumulation of sand, mud, dust, etc., as well as the progress of corrosion and dirt caused by the accumulation.Furthermore, a depressurized space is formed by the receiving and holding part inside the butt joint. In order to effectively reduce the infiltration pressure of rainwater and effectively prevent rainwater from infiltrating further into the interior, the rising and falling parts that abut each other have sufficient pressure resistance. It is resistant to snow loads.

寒冷地に多いすが漏れも未然に防止できるのである。This also prevents leaks, which are common in cold regions.

また、これらの軒側1棟側6係合部での係合態様では、
軒側係合部における立下り部の下部折り返し縁から折り
返し部を折り返し形成させ、かつこの折り返し部を受け
入れ部に接して受け入れ抱持部に抱持させであるため、
この折り返し部に十分な弾性が付与され、この与えられ
ている弾性によって、棟側係合部での上部折り返し縁に
対する軒側係合部での下部折り返し縁の接圧力を継続し
て確実に保持できると共に、折り返し部の内部側におけ
る減圧空間部の形成が容易になり、かつまた、棟側係合
部での弾性を有する受け入れ抱1.ν部の存在によって
、以後の減圧空間部を兼ねた伸縮吸収部の形成と、同党
は入れ抱持部への吊子などの保合による横葺さ屋根板の
取付けとをなし得るようにしであるので、外部気温の寒
暖差に基すいた各横葺き尾根板の幅方向の伸縮を、この
受け入れ抱持部により十分に吸収できて、軒側9棟側6
係合部の係合態様を長期に亘って保持し得られ、しかも
、全体構造自体についても、これを単なる金属鋼板側部
のフォーミング成形により形成できて、製造が極めて容
易で、従来と変りない価格で提供できるなどの優れた特
長がある。
In addition, in the engagement mode at these 6 engagement parts on the eave side and 1 building side,
Since the folded part is formed by folding back from the lower folded edge of the falling part in the eaves side engaging part, and this folded part is held in contact with the receiving part and held by the receiving and holding part,
Sufficient elasticity is given to this folded part, and this given elasticity ensures that the contact force of the lower folded edge at the eave side engagement part against the upper folded edge at the ridge side engagement part is maintained continuously and reliably. At the same time, it becomes easy to form a depressurized space inside the folded part, and the ridge side engaging part has elasticity. Due to the existence of the ν section, it is possible to form an expansion/contraction absorbing section that also serves as a decompression space, and to attach horizontal roofing boards by attaching hangers, etc. to the holding section. Therefore, the expansion and contraction in the width direction of each horizontal ridge board due to the difference in outside temperature can be sufficiently absorbed by this receiving and holding part, and the eave side 9 building side 6
The engagement mode of the engagement part can be maintained for a long period of time, and the overall structure itself can be formed simply by forming the side part of the metal steel plate, making manufacturing extremely easy and no different from conventional methods. It has excellent features such as being available at a reasonable price.

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

第1図、および第2図はこの発明に係る横葺き屋根板を
用いた屋根の接合部構造の第1実施例による横葺き屋根
板の構成を示す断面斜視図、および同上各横罫き屋根板
相互間での軒側9棟側6係合部の接続係合状態を拡大し
て示す断面図、第3図は同上屋根の接合部構造の第2実
施例による軒側2棟側6保合部の接続係合状態を拡大し
て示す断面図であり、また、第4図(a)、(b)は第
1従来例による横葺き屋根板の構成を示す断面斜視図。 および同上各横罫き屋根板相互間での軒側2棟側6保合
部の接続係合状態を拡大して示す断面図、第5図は第2
従来例による同上軒側1棟側6係合部の接続係合状態を
拡大して示す断面図である。 (31)・・・・横葺き屋根板。(32)・・・・面板
部、(33)・・・・軒側係合部、(34)・・・・棟
側係合部。 (36)・・・・軒側係合部の立下り部、 (37)・
・・・下部折り返し縁、(38)・・・・折り返し部、
(39)・・・・縁曲げ部。 (40a) 、 (40c)・・・・棟側係合部の第1
段、第2段立上り部、(40b)・・・・平坦部、(4
1)・・・・上部折り返し縁、(42)・・・・受け入
れ部、(43)・・・・受け入れ抱持部。 (45a)、(45b) ・・・・:fs 1 、 :
1T12の各減圧空間部。 (46)・・・・係合突き合せ部。
1 and 2 are cross-sectional perspective views showing the structure of a horizontally-roofed roof board according to a first embodiment of a roof joint structure using horizontally-roofed roofboards according to the present invention, and each of the horizontally ruled roofs of the same. FIG. 3 is an enlarged cross-sectional view showing the connection and engagement state of the eaves side 9 ridge side 6 engaging parts between the boards, and FIG. FIG. 4 is an enlarged cross-sectional view showing a connection and engagement state of joints, and FIGS. 4(a) and 4(b) are cross-sectional perspective views showing the structure of a horizontal roof board according to a first conventional example. FIG.
It is an enlarged cross-sectional view showing the connected and engaged state of the six engaging portions on the eave side and one building side according to the conventional example. (31)・・・Horizontal roof board. (32)... Face plate part, (33)... Eave side engaging part, (34)... Ridge side engaging part. (36)... Falling part of the eaves side engaging part, (37)
... lower folded edge, (38) ... folded part,
(39)...Edge bending part. (40a), (40c)...the first part of the ridge side engaging part
Stage, second stage rising part, (40b)... flat part, (4
1)... Upper folded edge, (42)... Receiving portion, (43)... Receiving holding portion. (45a), (45b) ...: fs 1, :
Each decompression space of 1T12. (46)...Engagement butt portion.

Claims (1)

【特許請求の範囲】[Claims] (1)長手方向の中央部に面板部、この面板部の一側部
に軒側成形部、同他側部に棟側成形部を形成した横葺き
屋根板を有し、前段側横葺き屋根板の棟側成形部に、次
段側横葺き屋根板の軒側成形部を相互に係合接続させて
構成する横葺き屋根の接合部構造であつて、前記軒側成
形部には、立下り部を立下げて下部折り返し縁を形成さ
せ、かつこの下部折り返し縁を内側に折り返して、端部
に縁曲げ部をもつ折り返し部とし、また、前記棟側成形
部には、前記面板部から少なくとも一つの第1設立上り
部を立上げると共に、この第1段立上り部の平坦面部か
ら、前記立下り部を可及的面一に連接させる第2段立上
り部を立上げて、前記下部折り返し縁を突き合せる上部
折り返し縁を形成させ、さらに、この上部折り返し縁を
外側に折り曲げて、前記縁曲げ部を含む折り返し部を受
け入れる受け入れ部とし、かつこの受け入れ部から前記
折り返し部を覆うようにして受け入れ抱持部を折り返し
、形成させたことを特徴とする横葺き屋根板を用いた屋
根の接合部構造。
(1) It has a horizontal roof plate with a face plate part in the center in the longitudinal direction, an eave side molded part on one side of this face plate part, and a ridge side molded part on the other side, and a horizontal roof on the front side. A horizontal roof joint structure in which the eave side molded part of the next horizontal roof board is engaged and connected to the ridge side molded part of the board, and the eave side molded part has an upright part. The descending portion is bent down to form a lower folded edge, and this lower folded edge is folded back inward to form a folded portion having a bent edge at the end. At least one first rising part is raised, and a second rising part that connects the falling part as flush as possible is raised from the flat surface part of the first rising part, and the lower part is folded back. An upper folded edge is formed to abut the edges, and the upper folded edge is further bent outward to form a receiving part for receiving the folded part including the edge bent part, and the folded part is covered from the receiving part. A roof joint structure using horizontal roofing boards characterized by a receiving and holding part being folded back and formed.
JP29741387A 1987-11-27 1987-11-27 Roof joint structure using horizontal thatched roof Expired - Lifetime JPH0625461B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29741387A JPH0625461B2 (en) 1987-11-27 1987-11-27 Roof joint structure using horizontal thatched roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29741387A JPH0625461B2 (en) 1987-11-27 1987-11-27 Roof joint structure using horizontal thatched roof

Publications (2)

Publication Number Publication Date
JPS63147052A true JPS63147052A (en) 1988-06-20
JPH0625461B2 JPH0625461B2 (en) 1994-04-06

Family

ID=17846185

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29741387A Expired - Lifetime JPH0625461B2 (en) 1987-11-27 1987-11-27 Roof joint structure using horizontal thatched roof

Country Status (1)

Country Link
JP (1) JPH0625461B2 (en)

Also Published As

Publication number Publication date
JPH0625461B2 (en) 1994-04-06

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