JPH0329452Y2 - - Google Patents

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Publication number
JPH0329452Y2
JPH0329452Y2 JP4458585U JP4458585U JPH0329452Y2 JP H0329452 Y2 JPH0329452 Y2 JP H0329452Y2 JP 4458585 U JP4458585 U JP 4458585U JP 4458585 U JP4458585 U JP 4458585U JP H0329452 Y2 JPH0329452 Y2 JP H0329452Y2
Authority
JP
Japan
Prior art keywords
bent
folded
roof
side joint
tip
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
JP4458585U
Other languages
Japanese (ja)
Other versions
JPS61161329U (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 JP4458585U priority Critical patent/JPH0329452Y2/ja
Publication of JPS61161329U publication Critical patent/JPS61161329U/ja
Application granted granted Critical
Publication of JPH0329452Y2 publication Critical patent/JPH0329452Y2/ja
Expired legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、横葺き屋根構造に係り、さらに詳細
には一側縁に軒側接合部を、他側縁に棟側接合部
を形成した横長の鋼板製屋根板を用いてなり、且
つこの屋根板を上下に配設し、軒側接合部と棟側
接合部とを互いに嵌め合わせ係合して葺き上げる
横葺き屋根構造に関するものである。
[Detailed description of the invention] [Industrial application field] The present invention relates to a horizontal roof structure, and more specifically, an eave-side joint is formed on one side edge and a ridge-side joint is formed on the other side edge. This relates to a horizontal thatched roof structure that uses horizontally elongated steel roof plates, arranges the roof plates one above the other, and fits and engages the eave side joints and the ridge side joints to raise the roof. .

〔従来の技術〕[Conventional technology]

この種横葺き屋根における鋼板製屋根板の軒側
接合部と棟側接合部の連結構造及びこれら接合部
と吊子の連結構造については、従来、様々な形
式、態様のものが数多く提案されている。とく
に、雨仕舞、すなわち前記接合部からの雨水の浸
入防止などを意図した改良研究が盛んになされて
いる(例えば、実公昭53−22430号)。
Many different types and configurations have been proposed in the past for the connection structure between the eave side joint and the ridge side joint of the steel roof sheets in this type of horizontal roof, and the connection structure between these joints and the hangers. There is. In particular, much research has been carried out to improve the structure with the aim of preventing rainwater from entering through the joint (for example, Utility Model Publication No. 53-22430).

〔考案が解決ようとする問題点〕[Problem that the invention attempts to solve]

前述のように、横葺き屋根における肝要な点
は、風雨に際し、屋根板連結部において屋根裏へ
の雨水の浸入を確実に防止できることであり、ま
た強風時にあつて剥離などを生ずる惧れがなく、
しかも保守、点検などで作業者が踏み越える場合
などに十分な構造的強度を有すること、さらには
形状加工、ならびに葺き上げ施工が容易であるこ
となどであるが、従来構成の場合、必ずしもこれ
らの各要件を満足させ得るものではない憾みがあ
つた。
As mentioned above, the important point of a horizontal roof is that it can reliably prevent rainwater from entering the attic at the roof plate joints during wind and rain, and there is no risk of peeling during strong winds.
In addition, it must have sufficient structural strength to allow workers to step over it during maintenance or inspection, and it must also be easy to shape and roof. There was some regret that it was not possible to satisfy each of the requirements.

本考案は前記の欠点を改良し、屋根裏への雨水
の浸入防止及び強度性に優れた横葺き屋根を提供
することを目的とする。
The object of the present invention is to improve the above-mentioned drawbacks and provide a horizontal roof that prevents rainwater from entering the attic and has excellent strength.

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

前記の目的を達成するため、本考案は、横長の
屋根板の両側に形成した軒側接合部と棟側接合部
とを外側と内側になるよう吊子を介して互いに嵌
め合わせ係合させて葺き上げる横葺き屋根構造に
おいて、屋根板の中央平坦部から軒側接合部にか
けて立上がり傾斜部を形成し、軒側接合部は立上
がり傾斜部に所定の角度θ2をもつて連続する頭頂
部と、その先端を下方に立下げてなる端縁部と、
その先端を斜め内側下方に折曲げてなる折り返し
部と、その先端を下方に折曲してなる突き当て端
部とから形成し、 棟側接合部は、中央平坦部の側端を内側上方に
折り返した折り返し部とし、その内側を前記折り
返し部の挿入用の空間部とし、前記折り返し部の
先端に続いて順に第1折曲げ立上がり部、第1頂
縁部、第1折曲げ垂下部、底縁部、第2折曲げ立
上がり部、第2頂縁部、第2折曲げ垂下部を形成
し、 吊子には取付部の一端を折曲げて順に立上がり
傾斜部、支持部、係合部を形成すると共に、他端
を折曲げて圧接部を形成し、前記係合部を第1折
曲げ垂下部と第2折曲げ垂下部との間に形成され
た係合溝に係合させ、また、前記圧接部の先端を
傾斜部の内面に接触させ、さらに軒側接合部の折
り返し部の先端を棟側接合部の空間部に挿入した
うえ、中央平坦部に接触させ、前記支持部と頭頂
部とは、外端側が幅狭となる空隙を介して重合さ
せてなることを特徴とするものである。
In order to achieve the above object, the present invention involves fitting and engaging the eave side joints and the ridge side joints formed on both sides of a horizontally long roof board so that they are on the outside and on the inside through hangers. In the horizontal roof structure to be raised, a rising slope is formed from the central flat part of the roof board to the eave side joint, and the eave side joint has a crown part that is continuous with the rising slope at a predetermined angle θ 2 ; An edge portion formed by hanging the tip downward;
It is formed from a folded part formed by bending the tip diagonally inward and downward, and an abutting end formed by bending the tip downward, and the ridge side joint part is formed by bending the side edge of the central flat part inward upward. The folded part is folded back, and the inside thereof is a space for insertion of the folded part, and following the tip of the folded part, a first folded rising part, a first top edge, a first folded hanging part, and a bottom are formed. An edge part, a second bent rising part, a second top edge part, and a second bent hanging part are formed, and one end of the mounting part is bent and a rising part, a supporting part, and an engaging part are formed in order on the hanger. and bending the other end to form a pressure welding part, and engaging the engaging part in an engaging groove formed between the first bent hanging part and the second bent hanging part, and , the tip of the pressure welding part is brought into contact with the inner surface of the slope part, and the tip of the folded part of the eaves side joint is inserted into the space of the ridge side joint, and is brought into contact with the central flat part, and the support part and the head are brought into contact with each other. The top portion is characterized by being formed by overlapping each other through a gap that is narrower on the outer end side.

〔実施例〕〔Example〕

以下、本考案に係る横葺き屋根の一実施例を第
1図及び第2図を参照して詳細に説明する。
Hereinafter, one embodiment of the horizontal roof according to the present invention will be described in detail with reference to FIGS. 1 and 2.

第1図a,bは本実施例に係る屋根板と吊子の
それぞれ一部を切断して示す斜視図、第2図は屋
根板と吊子との組合わせ施工状態の要部を拡大し
て示す詳細断面図である。
Figures 1a and b are partially cutaway perspective views of the roof shingles and hangers according to this embodiment, and Figure 2 is an enlarged view of the main parts of the roof shingles and hangers in a combined construction state. FIG.

第1図aにおいて、Aは屋根板である。この屋
根板Aは、例えば防錆用焼付け塗装などを施した
所定幅をもつて長尺に伸びる金属鋼板を用いロー
ル成形機によつて図示形状に折曲げ成形される。
In FIG. 1a, A is a roof board. This roof plate A is formed by bending a long metal steel plate having a predetermined width and having a predetermined width, which is coated with anti-rust baking paint, etc., into the shape shown in the figure using a roll forming machine.

しかして、屋根板Aは長手方向中央部に平坦部
1を有し、その一側部に軒側接合部2を、他側部
に棟側接合部3をそれぞれに連続して成形されて
いる。そして、前記屋根板Aは長手方向にかけて
所定の単位長さに切断され、一方の切断端部で、
且つ平坦部1と傾斜部7の切断端面には表側への
折り返し接続部4を形成し、他方の切断端部には
裏側への折り返し接続部5を折曲げ成形してい
る。
Thus, the roof plate A has a flat part 1 in the center in the longitudinal direction, and an eave side joint part 2 is formed continuously on one side of the flat part 1, and a ridge side joint part 3 is formed on the other side thereof. . Then, the roof sheet A is cut into a predetermined unit length in the longitudinal direction, and at one cut end,
Moreover, a folded connection part 4 to the front side is formed on the cut end surfaces of the flat part 1 and the inclined part 7, and a folded connection part 5 to the back side is formed by bending the other cut end.

さらに、説明すると、前記傾斜部7は、平坦部
1の一側縁に形成される折曲げ縁6から外側上方
に所定角度(一般的な屋根勾配よりも小さい角度
θ1)で立上がらせ、所定の長さに延長している。
傾斜部7の先端は折曲縁8を介して流れ勾配とし
ての角度θ2により頭頂部9を斜め外側下方に所定
の長さで折曲形成させてある。
Further, to explain, the inclined part 7 is raised outwardly and upwardly from the bent edge 6 formed on one side edge of the flat part 1 at a predetermined angle (angle θ 1 smaller than the general roof slope), It is extended to a specified length.
At the tip of the inclined portion 7, the top portion 9 is bent obliquely outward and downward by a predetermined length at an angle θ 2 as a flow gradient through a bent edge 8.

頭頂部9の先端は直角に下方に折曲げて端縁部
10を形成すると共に、その下端縁11を斜め内
側下方に折り返し折曲げさせて折り返し部12と
し、且つ折り返し端を下方に折曲して突き当て端
部13としてある。
The tip of the crown part 9 is bent downward at a right angle to form an edge part 10, and the lower edge 11 thereof is folded diagonally inward and downward to form a folded part 12, and the folded end is bent downward. The abutting end portion 13 is formed by the abutting end portion 13 .

一方、棟側接合部3は、平坦部1の他側部を上
方で、かつ内側に折り返して折り返し部14を形
成し、折り返し部14の内側に空間部15を形成
している。折り返し部14の先端に連続して順
に、第1折曲げ立上がり部16と、第1頂縁部1
8と、第1折曲げ垂下部18aと底縁部20と、
第2折曲げ立上がり部20aと第2頂縁部19
と、第2折曲げ垂下部17とを折曲げ形成してい
る。また、前記第1頂縁部18よりも第2頂縁部
19をやや低く形成している。さらに、前記第1
折曲げ垂下部18aと第2折曲げ立上がり部20
aとの間には上方が開いた係合溝21を形成して
いる。
On the other hand, the ridge side joint portion 3 forms a folded portion 14 by folding the other side portion of the flat portion 1 upward and inward, and forms a space 15 inside the folded portion 14 . Continuing from the tip of the folded portion 14, in order, a first folded rising portion 16 and a first top edge portion 1 are formed.
8, a first bent hanging portion 18a and a bottom edge portion 20,
Second bent rising portion 20a and second top edge portion 19
and the second bent hanging portion 17 are formed by bending. Further, the second top edge 19 is formed slightly lower than the first top edge 18. Furthermore, the first
Bent hanging portion 18a and second bent rising portion 20
An engagement groove 21 that is open at the top is formed between it and a.

つぎに、Bは吊子である。この吊子Bは、鋼板
を折曲げて成形されるもので、屋根板Aの傾斜部
7の途中から頭頂部9、端縁部10及び折り返し
部12に囲まれる内部空間内に、十分挿入できる
ように曲げ形成されている。すなわち、吊子Bに
おいて、22は横葺き長手方向に沿う中央部に形
成された取付け部で、この取付け部22の軒側
(第2図において左端側)には、屋根板Aの棟側
接合部3の折り返し部14を越えて折曲縁8の内
側下面付近に向かう立上がり部23と、この立上
がり部23から外側に向けて前記頭頂部9に重合
されるように対向延長され、且つ第1折曲げ立上
がり部16の第1頂縁部18に接する支持部24
と、この支持部24の端縁を下方に折曲して、前
記係合溝21に嵌挿係合される係合部25とを形
成している。また、取付け部22の棟側には、斜
め内側上方に立上がらせて先端27を前記傾斜部
7の半ば付近の内側内面に接圧させる圧接部26
を形成させている。
Next, B is a hanger. This hanger B is formed by bending a steel plate, and can be fully inserted into the internal space surrounded by the crown part 9, edge part 10, and folded part 12 from the middle of the slope part 7 of the roof board A. It is bent to form. That is, in the hanger B, 22 is an attachment part formed in the center along the longitudinal direction of the horizontal roofing, and on the eave side of this attachment part 22 (the left end side in Fig. 2), there is a ridge side joint of the roof board A. A rising portion 23 extending beyond the folded portion 14 of the portion 3 toward the vicinity of the inner lower surface of the bent edge 8; A support portion 24 in contact with the first top edge portion 18 of the bent rising portion 16
The end edge of this support portion 24 is bent downward to form an engagement portion 25 that is fitted into and engaged with the engagement groove 21 . Further, on the ridge side of the attachment part 22, there is a pressure contact part 26 which stands up diagonally inward and upward and presses the tip 27 against the inner inner surface near the middle of the inclined part 7.
is formed.

しかして、前記のように成形された屋根板Aと
吊子Bとは、第2図に示すように、相互に組合わ
せ係合させて、屋根下地28上に葺き上げ固定さ
れる。
As shown in FIG. 2, the roof board A and the hanger B formed as described above are assembled and engaged with each other and fixed on the roof base 28.

すなわち、ルーフイングを含む野地板、垂木、
その他鉄骨製の屋根部材などの所定の屋根下地2
8に対して、まず軒側に近接して位置すべき屋根
板Aを配置する。この場合、横葺方向に接続して
いく屋根板Aと屋根板A同志の結合は、それぞれ
の両端に設けられている表側への折り返し接続部
4と裏側への折り返し接続部5とを互いに係合し
て結合させる。なお、この場合、表裏側への各折
り返し接続部4,5の下側には、必要に応じ漏水
防止用の捨て板(図示省略)を敷き込んだうえ結
合してよいものである。
In other words, roofing boards, rafters,
Other specified roof bases such as steel roof members 2
8, first place the roof board A which should be located close to the eaves side. In this case, the roof sheets A and the roof sheets A that are connected in the horizontal roofing direction are connected by connecting the front side folded connection part 4 and the back side folded connection part 5 provided at both ends to each other. Combine and combine. In this case, if necessary, a waste plate (not shown) for preventing water leakage may be placed under each of the folded connection parts 4 and 5 to the front and back sides, and then the parts may be joined together.

このようにして、軒側に近接位置する屋根板A
の長手方向の結合が終わつたなら、各屋根板Aの
棟側接合部3に形成された係合溝21に、吊子B
の係合部25を挿嵌して係合させる。つづいて、
吊子Bの取付け部22を前記屋根下地28の表面
上に長手方向所定間隔位置で、止め釘29によ
り、又は必要に応じ座金31を介在させた止めボ
ルト30などにより止着させる。
In this way, the roof plate A located close to the eave side
After the longitudinal connection of the roof plates A is completed, insert the hanger B into the engagement groove 21 formed in the ridge side joint 3 of each roof board A.
The engaging portion 25 is inserted and engaged. Continuing,
The mounting portions 22 of the hanger B are fixed on the surface of the roof base 28 at predetermined intervals in the longitudinal direction by pegs 29 or by fastening bolts 30 with washers 31 as necessary.

しかして、係合溝21に対する係合部25の嵌
挿係合と、屋根下地28面への取付け部22の止
着とに伴い、棟側接合部3の第1折曲げ立上がり
部16の第1頂縁部18に、吊子Bの支持部24
が圧接されて、前記第1折曲げ立上がり部16を
押し下げ気味に作用させる。これにより、屋根板
Aの棟側接合部3に対する強力な支持機能が奏さ
れることになり、十分な構造的強度を維持できる
のである。
Accordingly, as the engaging portion 25 is fitted into the engaging groove 21 and the attachment portion 22 is fixed to the roof base 28 surface, the first bent rising portion 16 of the ridge side joint portion 3 is 1, the support part 24 of the hanger B is attached to the top edge 18.
are pressed against each other, causing the first bent rising portion 16 to act slightly downwardly. As a result, a strong supporting function for the ridge-side joint 3 of the roof plate A is achieved, and sufficient structural strength can be maintained.

前述のようにして吊子Bにより固定された屋根
板Aの棟側接合部3に、次に接続すべき屋根板A
の軒側接合部2を係合させる。すなわち、棟側に
位置する屋根板Aの軒側接合部2を、軒側に位置
する屋根板Aの棟側接合部3及び吊子Bの両者を
包み込むようにして被覆させ、且つ折り返し部1
2を空間部15内に差し込む。
The roof plate A to be connected next to the ridge side joint part 3 of the roof plate A fixed by the hangers B as described above.
engage the eave side joint part 2 of. That is, the eave-side joint 2 of the roof board A located on the ridge side is covered so as to wrap around both the ridge-side joint 3 of the roof board A and the hanger B located on the eave side, and the folded part 1
2 into the space 15.

前述の被覆に伴つて、係合溝21の底縁部20
が折り返し部12の基部付近に圧接され、それに
より、この折り返し部12及び突き当て端部13
を、空間部15内において、前記折り曲げ部14
に近い平坦部6の表面上に強力に突き当てさせ
る。このとき、第2折曲げ垂下部17が端縁部1
0に平行して近付けられ、また、前記吊子Bの支
持部24が屋根板Aの頭頂部9に重合するように
して対向位置され、さらに、前記圧接部26の端
縁27が傾斜部7の半ば付近の内側内面に弾性的
に圧接される。
Along with the above-mentioned coating, the bottom edge 20 of the engagement groove 21
is pressed against the vicinity of the base of the folded portion 12, whereby the folded portion 12 and the abutting end 13
In the space 15, the bent portion 14
The object is strongly abutted against the surface of the flat portion 6 near the surface of the flat portion 6. At this time, the second bent hanging portion 17
0, and the support part 24 of the hanger B is positioned opposite to the top part 9 of the roof board A, and the end edge 27 of the pressure contact part 26 is brought close to the slope part 7. It is elastically pressed against the inner inner surface near the middle.

また、前記頭頂部9は、その外端側が下り傾斜
となるようにして角度θのテーパを付形し、この
頭頂部9と吊子Bの支持部24との間には、外端
側が幅狭となるような空隙部を介して重合されて
いる。
Further, the top of the head 9 is tapered at an angle θ so that its outer end is inclined downward, and there is a gap between the top of the head 9 and the support portion 24 of the hanger B. Polymerization occurs through the narrow gap.

そして、この各屋根板Aの棟側接合部3と軒側
接合部2との引掛け係合により、前述の吊子Bと
屋根板Aの棟側接合部3の係合の場合と同様、互
いに重なり合つて係合した軒側接合部2と棟側接
合部3のそれぞれの強力な支持機能と、上下方向
の構造的強度とが一層効果的、且つ良好に活用さ
れる。
Then, by this hooking engagement between the ridge side joint 3 of each roof board A and the eave side joint 2, similar to the above-mentioned engagement between the hanger B and the ridge side joint 3 of the roof board A, The strong support function and structural strength in the vertical direction of the eave side joint portion 2 and the ridge side joint portion 3, which overlap and engage with each other, are utilized more effectively and favorably.

また、屋根板Aにおける突き当て端部13と平
坦部1との端面圧接と、折り返し部12と底縁部
20との屈曲圧接とによつて、軒側と棟側の各接
合部2,3間にはそれぞれ第1、第2、第3の空
間イ,ロ,ハが形成され、さらに、吊子Bの端縁
27と傾斜部7の内面との圧接とにより、吊子B
と屋根板Aの間にも閉じた第4の空間ニが形成さ
れ、これら第1、第2、第3、第4の空間イ,
ロ,ハ,ニが雨水の浸入圧を段階的に低下させる
と共に、一種の水返し空間として効果的な雨水の
排除作用をなすものである。
Also, by the end face pressure contact between the abutting end portion 13 and the flat portion 1 of the roof board A, and the bending pressure contact between the folded portion 12 and the bottom edge portion 20, each joint portion 2, 3 on the eave side and the ridge side First, second, and third spaces A, B, and C are formed therebetween, and further, due to the pressure contact between the end edge 27 of the hanger B and the inner surface of the inclined portion 7, the hanger B
A closed fourth space d is also formed between the roof plate A and the roof plate A, and these first, second, third, and fourth spaces d,
B, C, and D gradually reduce the intrusion pressure of rainwater, and serve as a kind of water return space to effectively remove rainwater.

〔考案の効果〕[Effect of idea]

以上詳述したように、本考案の横葺き屋根構造
によると次の効果がある。
As detailed above, the horizontal roof structure of the present invention has the following effects.

すなわち、屋根板の棟側接合部に形成された係
合溝への、吊子の係合部の嵌挿による係合と、屋
根下地面に対する吊子の取付け部の止着と、前記
棟側接合部への軒側接合部の被嵌、及び棟側接合
部の空間部への軒側接合部の折り返し部の挿入に
より、屋根板の軒側と棟側の各接合部の引掛け係
合及び吊子と棟側接合部との係合作業をきわめて
簡単な操作によつて行うことができ、横葺き屋根
の葺き上げ作業を容易に行うことができる。
That is, the engagement by fitting the engaging part of the hanger into the engagement groove formed in the ridge side joint part of the roof board, the fixing of the attachment part of the hanger to the roof subsurface, and the ridge side By fitting the eave-side joint into the joint and inserting the folded part of the eave-side joint into the space of the ridge-side joint, each joint on the eave side and ridge side of the roof board is hooked and engaged. Furthermore, the work of engaging the hanger with the ridge side joint can be performed by an extremely simple operation, and the work of raising the horizontal roof can be easily performed.

さらに、前記軒側と棟側の接合部において、屋
根板の平坦部への折り曲げ部先端の圧接、ついで
折り返し部への底縁部の圧接、さらに支持部への
第1頂縁部の圧接、屋根板傾斜部への吊子の端縁
の圧接で、且つこれら各圧接部の数段階に亘ると
ころの、相互の線接触での突き合わせ圧接により
接触部が形成されると共に、これらの接触部によ
つて各部に複数の閉鎖された水返し空間が形成さ
れることになる。
Furthermore, at the joint between the eave side and the ridge side, the tip of the folded portion is pressed against the flat part of the roof plate, the bottom edge is pressed against the folded part, and the first top edge is pressed against the support part, A contact portion is formed by pressing the end edge of the hanger against the sloped part of the roof plate, and by butting pressure welding in line contact with each other over several stages of each pressure contact portion, and at the same time, these contact portions are Therefore, a plurality of closed water return spaces are formed in each part.

このように各接触部では、その圧接された線接
触のため、面接触とは異なつて、例えば毛細管現
象などによる浸水の惧れが効果的に緩和され、併
せて、数段階に亘る水返し空間の存在で、雨水の
浸入圧が順次低下されて、浸入を阻止することが
でき、且つ万一浸入してもこの空間を通して長手
方向の端部から排除することができ、これらの作
用が各室内で段階毎になされるから、きわめて効
果的で適切な防水作用が奏される。
In this way, at each contact point, because of the pressure-welded line contact, unlike surface contact, the risk of water intrusion due to capillary action, etc., is effectively alleviated, and at the same time, the water return space over several stages is With the presence of a Since this is done step by step, an extremely effective and appropriate waterproofing effect can be achieved.

さらに、前記のごとき屋根板の接合構造による
と、軒側接合部の端縁部及び折り返し部、棟側接
合部の第1、第2の折曲げ立上がり部、吊子の係
合部及び圧接部の各部により、屋根板連結部の表
裏方向の剛構造が確保され、従つて、保守、点検
などのために、前記の連結部を作業者が踏んで歩
いても、圧潰、あるいは変形するなどのおそれが
ない。
Further, according to the roof board joining structure as described above, the edge part and folded part of the eave side joint part, the first and second bent rising parts of the ridge side joint part, the engaging part and the pressure welding part of the hanger. Each part ensures a rigid structure in the front and back directions of the roof plate joint, and therefore, even if a worker steps on the joint for maintenance or inspection, it will not be crushed or deformed. There is no fear.

さらに、吊子の支持部と屋根板の頭頂部とは外
端側が幅狭となるような空隙を介して重合されて
いるので、面接触とはならず、したがつて、毛細
管現象などを惹き起すことなく、頭頂部に加えら
れる荷重を受け止め得られるものである。
Furthermore, since the support part of the hanger and the top part of the roof board are overlapped with each other through a gap that is narrow on the outer end side, there is no surface contact, and therefore capillary phenomena etc. It is able to absorb the load applied to the top of the head without raising the head.

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

第1図a,bは本考案に係る屋根板と吊子との
それぞれ一部を切断して示す斜視図、第2図は同
上屋根板と吊子との組合わせ施工状態の断面図で
ある。 A……屋根板、B……吊子、1……中央平坦
部、2……軒側接合部、3……棟側接合部、7…
…立上がり傾斜部、9……頭頂部、10……端縁
部、12……折り返し部、14……折り返し部、
15……空間部、16……第1折曲げ部、17…
…第1折曲げ部、18a……第1折曲げ部、19
……第2頂縁部、20……底縁部、20a……第
2折曲げ部、21……係合溝、22……取付け
部、23……立上がり傾斜部、24……支持部、
25……係合部。
Figures 1a and b are partially cutaway perspective views of a roof board and a hanger according to the present invention, and Figure 2 is a cross-sectional view of the same roof board and hanger in a combined construction state. . A...Roof board, B...hanger, 1... central flat part, 2... eave side joint, 3... ridge side joint, 7...
...Rising inclined part, 9...Top of head, 10...Edge, 12...Folded part, 14...Folded part,
15...Space part, 16...First bent part, 17...
...First bent part, 18a...First bent part, 19
...Second top edge, 20...Bottom edge, 20a...Second bent part, 21...Engagement groove, 22...Attachment part, 23...Rising inclined part, 24...Support part,
25...Engagement part.

Claims (1)

【実用新案登録請求の範囲】 横長の屋根板Aの両側に形成した軒側接合部2
と棟側接合部3とを外側と内側になるように吊子
Bを介して互いに嵌め合わせ係合させて葺き上げ
る横葺き屋根において、 屋根板Aの中央平坦部1から軒側接合部2にか
けて立上がり傾斜部7を形成し、前記の軒側接合
部2には立上がり傾斜部7に所定の角度θ2をもつ
て連結する頭頂部9と、その先端を下方に立下げ
てなる端縁部10と、その先端を斜め内側下方に
折曲げてなる折り返し部12とを形成し、 棟側接合部3には、中央平坦部1の側端を内側
上方に曲げた折り返し部14を形成し、その内側
を前記端縁部10につづく折り返し部12の挿入
用の空間部15とし、さらに前記折り返し部14
の先端に続いて順に第1折曲げ立上がり部16、
第1頂縁部18、第1折曲げ垂下部18a、底縁
部20、第2折曲げ立上がり部20a、第2頂縁
部19、第2折曲げ垂下部17を形成し、 吊子Bには取付け部22の一端を折曲げて順に
立上がり傾斜部23、支持部24、係合部25を
形成すると共に、他端を折曲げて圧接部26を形
成し、前記係合部25を第1折曲げ垂下部18a
と第2折曲げ立上がり部20aとの間に形成され
た係合溝21に係合させ、また、前記圧接部26
の先端を傾斜部7の内面に接触させ、さらに軒側
接合部2の折り返し部12の先端を棟側接合部3
の空間部15に挿入したうえ、中央平坦部1と接
触させ、前記支持部24と頭頂部9とは、外端側
が幅狭となる空隙を介して重合させてなる横葺き
屋根構造。
[Scope of claim for utility model registration] Eave side joints 2 formed on both sides of horizontally long roof board A
In a horizontal roof that is constructed by fitting and engaging the and ridge joint part 3 to the outside and inside through the hangers B, from the central flat part 1 of the roof board A to the eave side joint part 2. A rising slope part 7 is formed, and the eaves side joint part 2 has a crown part 9 connected to the rising slope part 7 at a predetermined angle θ 2 , and an edge part 10 whose tip is bent downward. and a folded part 12 formed by bending the tip diagonally inward and downward, and a folded part 14 formed by bending the side end of the central flat part 1 upward and inward at the ridge side joint part 3; The inner side is a space 15 for inserting the folded part 12 that continues to the end edge part 10, and the folded part 14 is
Following the tip of the first bent rising portion 16,
A first top edge part 18, a first bent hanging part 18a, a bottom edge part 20, a second bent rising part 20a, a second top edge part 19, and a second bent hanging part 17 are formed, and on the hanger B. bends one end of the attachment part 22 to form a rising slope part 23, support part 24, and engagement part 25 in order, and bends the other end to form a pressure contact part 26, and connects the engagement part 25 to the first part. Bent hanging part 18a
and the second bent rising portion 20a, and the pressure welding portion 26
The tip of the folded part 12 of the eaves side joint 2 is brought into contact with the inner surface of the sloped part 7, and the tip of the folded part 12 of the eave side joint 2 is brought into contact with the inner surface of the ridge side joint 3.
The support part 24 and the crown part 9 are inserted into the space 15 of the roof and brought into contact with the central flat part 1, and the support part 24 and the crown part 9 are overlapped with each other through a gap whose width is narrower on the outer end side.
JP4458585U 1985-03-27 1985-03-27 Expired JPH0329452Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4458585U JPH0329452Y2 (en) 1985-03-27 1985-03-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4458585U JPH0329452Y2 (en) 1985-03-27 1985-03-27

Publications (2)

Publication Number Publication Date
JPS61161329U JPS61161329U (en) 1986-10-06
JPH0329452Y2 true JPH0329452Y2 (en) 1991-06-24

Family

ID=30557293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4458585U Expired JPH0329452Y2 (en) 1985-03-27 1985-03-27

Country Status (1)

Country Link
JP (1) JPH0329452Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0738525Y2 (en) * 1989-03-31 1995-09-06 利造 渋谷 Connection structure in the width direction of a thatched roof

Also Published As

Publication number Publication date
JPS61161329U (en) 1986-10-06

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