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JPH0791889B2 - Horizontal roof structure - Google Patents
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JPH0791889B2 - Horizontal roof structure - Google Patents

Horizontal roof structure

Info

Publication number
JPH0791889B2
JPH0791889B2 JP6153292A JP6153292A JPH0791889B2 JP H0791889 B2 JPH0791889 B2 JP H0791889B2 JP 6153292 A JP6153292 A JP 6153292A JP 6153292 A JP6153292 A JP 6153292A JP H0791889 B2 JPH0791889 B2 JP H0791889B2
Authority
JP
Japan
Prior art keywords
ridge
eaves
engaging
suspension
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 - Fee Related
Application number
JP6153292A
Other languages
Japanese (ja)
Other versions
JPH05230945A (en
Inventor
和幸 西澤
憲一 坂本
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.)
Gantan Beauty Industry Co Ltd
Original Assignee
Gantan Beauty Industry Co Ltd
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 Gantan Beauty Industry Co Ltd filed Critical Gantan Beauty Industry Co Ltd
Priority to JP6153292A priority Critical patent/JPH0791889B2/en
Publication of JPH05230945A publication Critical patent/JPH05230945A/en
Publication of JPH0791889B2 publication Critical patent/JPH0791889B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、建物の母屋等の下地
部材上に横葺きされる金属鋼板製の横葺き屋根構造に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a side-roof roof structure made of a metal steel plate which is side-roofed on a base member such as a main building of a building.

【0002】[0002]

【従来の技術】従来、この種の横葺き屋根構造において
は、例えば特公平3−7772号公報に開示されている
ような構成を有するものがある。
2. Description of the Related Art Conventionally, there is a lateral thatched roof structure of this type having a structure as disclosed in, for example, Japanese Patent Publication No. 37772.

【0003】このような従来構造の横葺き屋根構造は、
図23に示すように母屋等の下地部材上に敷設される横
葺き屋根板111の棟側成形部113には、上方へ立上
る上端部に折返された係合部122を形成させると共
に、これを同係合部122の折返し端上部付近まで折返
して横方向折返しバネ部123、これを立上げて縦方向
折返しバネ部124をそれぞれに形成させ、かつこれを
下方へ折返して保持壁部125を形成させて、係合部1
22での折返し端上部の係止縁128と、各折返しバネ
部123,124での折曲部分対応の押止部129とか
らなる係止部127を形成させている。また、軒側成形
部114には、垂下される前壁部131の下端縁を折曲
して前記係合部122に挿入係合される係合片部132
を形成させている。さらに、屋根下地面上の所定位置に
予め固定して配置される吊子部材115には、取付け部
141から前記係止部127の高さ位置対応に立上げた
基体壁部142を設け、この基体壁部142の上端部に
前記保持壁部125による裏当て規制のもとに係止部1
27に係止される係止顎部143を形成させている。
Such a conventional thatched roof structure is
As shown in FIG. 23, the ridge-side molded part 113 of the lateral thatched roof plate 111 laid on a base member such as a purlin is provided with an engaging part 122 that is folded back at the upper end that rises upward, and Is folded back to near the upper end of the folding end of the engaging portion 122 to form a lateral folding spring portion 123, and a vertical folding spring portion 124 is formed to rise respectively, and this is folded back to form a holding wall portion 125. Forming and engaging part 1
The engaging portion 127 is formed by the engaging edge 128 at the upper end of the returning end at 22 and the pressing portion 129 corresponding to the bent portion at each of the returning spring portions 123 and 124. Further, the eaves-side molding portion 114 has an engaging piece portion 132 that is bent at the lower end edge of the hanging front wall portion 131 and is inserted and engaged with the engaging portion 122.
Is being formed. Further, the suspension member 115, which is fixed and arranged in advance at a predetermined position on the roof ground surface, is provided with a base wall portion 142 that is raised from the mounting portion 141 to correspond to the height position of the locking portion 127. The locking portion 1 is attached to the upper end portion of the base wall portion 142 under the backing regulation by the holding wall portion 125.
A locking jaw 143 that is locked to 27 is formed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記し
た従来の横葺き屋根構造にあっては、屋根下地部材上の
所定位置に、予め吊子を配設しておくと、屋根板を軒側
から棟側へ、又は棟側から軒側へ、或いは任意の屋根面
からも葺けるという作業上極めて優れた面はあるが、暴
風雨時などにおいて、横葺き屋根板同士の係合部分にお
いて構造上十分な水密構造をとりにくいため、時として
毛細管現象が起る場合があり、水密構造の改良が望まれ
ている。
However, in the above-mentioned conventional lateral thatched roof structure, if the suspenders are arranged in advance at the predetermined positions on the roof base member, the roof plate will be removed from the eaves side. Although it has an extremely excellent work surface that can be roofed to the ridge side, from the ridge side to the eaves side, or from any roof surface, it is structurally sufficient at the part where the side-roof roof plates are engaged with each other, such as during a storm. Since it is difficult to form a watertight structure, a capillary phenomenon sometimes occurs, and improvement of the watertight structure is desired.

【0005】また、従来の横葺き屋根において、図24
に示すように、互いに軒棟方向に隣合う一方の横葺き屋
根板aの棟側係合部bに、他方の横葺き屋根板aの軒側
係合部cを係合させると共に、特に、横葺き屋根板aと
して薄肉な金属鋼板製のものを用いて、接合部分を高ハ
ゼ継ぎにした構造を有するものがある。
Further, in a conventional thatched roof, as shown in FIG.
As shown in FIG. 5, the ridge-side engaging portion b of the one side-roofing roof plate a adjacent to each other in the eaves-ridge direction is engaged with the eaves-side engaging portion c of the other side-roofing roof plate a, and in particular, There is a horizontal roofing board a which is made of a thin metal steel plate and has a structure in which a joint portion is a high seam joint.

【0006】このような横葺き屋根構造では、特に、積
雪寒冷地において、横葺き屋根板同士の接合部上に融雪
水が再凍結して氷塊が付着すると、図25に示すよう
に、この氷塊の重量による荷重Fで各々の係合部b、c
の立上り部が、図25実線矢印で示すように、棟側から
軒側方向に伸びて変形し、ハゼの噛み合わせがルーズに
なり、これによって、耐風圧強度や雨仕舞性能が低下す
るばかりでなく、図26に示すように、棟側方向の風圧
Wを受けると、横葺き屋根板aが外れ易いという問題が
あった。
In such a side-roof roof structure, particularly in a snowy cold region, if the snowmelt water is re-frozen and the ice blocks adhere to the joints between the side-roof roof plates, as shown in FIG. Load F due to the weight of each of the engaging parts b, c
As shown by the solid line arrow in Fig. 25, the rising part of No. 1 extends from the ridge side toward the eaves side and is deformed, causing the goby to become loosely meshed, which not only lowers the wind pressure resistance and rain performance. However, as shown in FIG. 26, when the wind pressure W in the ridge side direction is received, there is a problem that the side-roofing roof a is likely to come off.

【0007】[0007]

【発明の目的】この発明の目的は、横葺き屋根板の係合
部分における耐風圧強度及び雨仕舞性能を高めると共
に、荷重による変形を防止し、しかも軒側から棟側へ、
又は棟側から軒側へ、或いは屋根面の任意の場所からも
葺くことができるようにした横葺き屋根構造を提供する
ことにある。
It is an object of the present invention to enhance wind pressure resistance and rain proof performance in an engaging portion of a thatched roof board, prevent deformation due to load, and further, from the eaves side to the ridge side.
Another object of the present invention is to provide a lateral thatched roof structure that can be roofed from the ridge side to the eaves side or from any place on the roof surface.

【0008】[0008]

【課題を解決するための手段】上記した課題を解決する
ために、この発明は、軒棟方向の両側端部に軒側係合部
と棟側係合部とを備えた横葺き屋根板を、互いに軒棟方
向に隣合せて母屋等の下地部材上に敷設し、吊子を介し
て固定する横葺き屋根構造において、前記棟側係合部
は、軒側立上り部と、この軒側立上り部の棟側に減圧空
間溝を介して形成され、かつこの減圧空間溝内に臨む係
合支持部を備えた棟側立上り部とを有し、前記棟側立上
り部は、前記減圧空間溝側の軒側壁部と棟側棟側壁部
からなると共に、裏面側に吊子嵌合用空間部を有し、前
記軒側係合部は、垂下部より棟側に逆U字状に屈曲させ
て前記棟側係合部の軒側立上り部に係合する係合溝と、
この係合溝の先端部を棟側へ略V字状に折り返して前記
係合支持部に係止可能な係止部とを有し、前記吊子は、
下地部材上に固定される固定片部と、立上り部と、係止
片部とを有し、前記互いに隣合う下段の横葺き屋根板の
棟側係合部の軒側立上り部に、上段の横葺き屋根板の軒
側係合部の係合溝を係合させ、前記係止部を前記下段の
横葺き屋根板の棟側係合部の棟側立上り部に形成した係
合支持部に弾性的に支持すると共に、前記棟側立上り部
の吊子嵌合用の空間部を前記吊子に嵌合させて、前記係
合支持部を吊子の係止片部に弾性的に係止させたことを
特徴とする横葺き屋根構造である。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a lateral thatched roof plate having eave-side engaging portions and ridge-side engaging portions at both end portions in the eaves ridge direction. , laid in Nokito direction Te side by side on a base member of the purlin like each other, in the horizontal roofing structure fixed through retaining clips, the ridge-side engaging portion includes a eaves side rising part, the eaves side rising It is formed through a vacuum space grooves on the ridge side of the section, and having a ridge-side rising part having an engagement supporting portion facing to the vacuum space within the groove, said ridge side rising <br/> Ri section , together comprising the eaves side wall portion of the vacuum space groove side and ridge side of the ridge-side wall portion has a space for retaining clips fitting on the back side, the eaves-side engaging portion, the ridge side from the suspended portion An engaging groove that is bent in an inverted U shape and engages with the eave-side rising portion of the ridge-side engaging portion,
The tip of the engagement groove is folded back to the ridge side in a substantially V shape , and a locking portion that can be locked to the engagement support portion is provided.
A fixing piece portion fixed on the base member, a rising portion, and a locking piece portion, the eaves-side rising portion of the ridge-side engagement portion of the adjacent lower thatched roof roof plate, the upper stage horizontal-roofing engaging the engaging groove of the eaves-side engaging portion of the roof plate, said engaging portion engaging the support portion formed on the ridge side rising part of the ridge-side engaging portion of the lower horizontal roofing plate While supporting elastically, the space for fitting the hooks on the rising side of the ridge is fitted to the hooks, and the engaging support portions are elastically locked to the locking pieces of the hooks. It has a thatched roof structure.

【0009】[0009]

【作 用】すなわち、この発明は、下段の横葺き屋
根板の棟側係合部の軒側立上り部と、上段の横葺き屋根
板の軒側係合部の係合溝との係合により、横葺き屋根板
同士の接合部上に、例えば融雪水が再凍結して氷塊が付
着して、この氷塊の重量による荷重を受けても、従前の
ように、横葺き屋根板の軒側係合部が軒側方向に引っ張
られて変形することがないために、屋根板の軒側,棟側
の両方の係合部の係合が堅持され、これによって、耐風
圧強度や雨仕舞性能の低下が防止される。
[Operation] That is, the present invention is based on the engagement between the eave-side rising portion of the ridge-side engaging portion of the lower horizontal thatched roof plate and the engagement groove of the eave-side engaging portion of the upper horizontal roofing roof plate. , Even if snow melting water is re-frozen and ice blocks adhere to the joints between the roofing roof plates, and the load due to the weight of the ice blocks is applied, the eaves side engagement of the side roofing plates will be the same as before. Since the joint part is not deformed by being pulled toward the eaves side, the engagement of both the eaves side and the ridge side of the roof plate is firmly held, which improves wind pressure resistance and rain proof performance. The drop is prevented.

【0010】また、横葺き屋根板の棟側係合部に、上段
の横葺き屋根板の軒側係合部に形成した係合溝係合す
軒側立上り部を形成しているために、横葺き屋根板の
裏面側内部に雨水が浸入することがなく、たとえ暴風雨
時などにおいて、雨水が係合溝との隙間から軒側立上り
部と棟側立上り部との間の減圧空間溝内に浸入しても、
雨水が隙間を通過する際に、隙間を通過する間に雨水の
運動エネルギが減衰され、さらに、減圧空間溝内で圧力
が弱められると共に、この減圧空間溝内に雨水が一時保
水されて、横葺き屋根板の軒棟側方向に直交する方向に
排水され、横葺き屋根板の裏面側内部への雨水の浸入が
確実に防止される。
Further, since the ridge-side engaging portion of the side-roofing roof plate is formed with the eaves-side rising portion that engages with the engagement groove formed in the eaves-side engaging portion of the upper-stage side-roofing roof plate. In the decompression space groove between the eave-side rising part and the ridge-side rising part, the rainwater does not enter the inside of the back side of the roofing roofing board and the rainwater penetrates through the gap with the engaging groove even in a storm, etc. Even if it penetrates
When the rainwater passes through the gap, the kinetic energy of the rainwater is attenuated while passing through the gap, the pressure is weakened in the decompression space groove, and the rainwater is temporarily retained in the decompression space groove. Drainage is performed in a direction orthogonal to the eaves side of the thatched roof plate, and rainwater is reliably prevented from entering the inside of the back side of the thatched roof plate.

【0011】しかも、吊子の立上り部先端に、棟側立上
り部の軒側壁部に設けた係合支持部と係止する係止片部
を設けたことにより、吊子を予め下地部材上の所定位置
に固定配置しておき、この状態で屋根板の棟側,軒側両
係合部を係合させて吊子上に圧入するだけの簡単な作業
で屋根板を軒側から棟側へ、又は棟側から軒側へ最少作
動工程で葺くことが可能となり、作業性を著しく向上さ
せることができる。
[0011] Moreover, by providing the engaging piece portion for engaging with the engaging support portion provided on the eave side wall portion of the ridge-side rising portion at the tip of the rising portion of the suspension, the suspension is provided. Is fixedly arranged in a predetermined position on the base member in advance, and in this state, the roof board is simply operated by engaging both the ridge-side and eave-side engaging portions of the roof board and press-fitting them onto the suspension. It is possible to roof from the eaves side to the ridge side or from the ridge side to the eaves side in the minimum operation process, and the workability can be significantly improved.

【0012】又、上記のように一動作で葺く必要がない
場合でも、屋根下地部材上に配設した吊子の任意の位置
を起点として、任意に屋根葺き作業を行うことができ
る。
Further, even if it is not necessary to perform the roofing in one operation as described above, the roofing work can be arbitrarily performed starting from an arbitrary position of the suspender arranged on the roof base member.

【0013】[0013]

【実 施 例】以下、この発明の実施例図面を参照しな
がら詳細に説明すると、図1A,Bないし図3はこの発
明に係る横葺き屋根構造の第1実施例を示すものであ
り、図1Aは吊子の斜視図、図1Bは屋根板の係合部と
吊子の組合せ構造を示す要部拡大断面図、図2は屋根板
の一部切欠斜視図、図3は下地部材上に屋根板と吊子を
組合せて固定した状態の一部切欠構成図である。
Embodiments of the present invention will now be described in detail with reference to the drawings. First Embodiment FIGS. 1A, 1B and 3 show a first embodiment of a thatched roof structure according to the present invention. 1A is a perspective view of a hanger, FIG. 1B is an enlarged sectional view of an essential part showing a combined structure of an engaging portion of a roof plate and a hanger, FIG. 2 is a partially cutaway perspective view of a roof plate, and FIG. It is a partial notch block diagram of the state which combined and fixed the roof board and the suspension.

【0014】図1A,Bないし図3に示すように、1は
母屋又は母屋に敷設された垂木等の下地部材で、この下
地部材1上には、長尺な金属鋼板製の横葺き屋根板2,
2が敷設されている。
As shown in FIGS. 1A and 1B, FIG. 3 and FIG. 3, reference numeral 1 is a base member such as a purlin or a rafter laid in the purlin. On the base member 1, a horizontal roofing roof plate made of a long metal steel plate is provided. Two
2 are laid.

【0015】この横葺き屋根板2は、図2に示すよう
に、面板部3と、この面板部3の軒棟方向の両端縁部側
に形成した棟側係合部4及び軒側係合部5とからなり、
前記棟側係合部4は、ぼぼ逆U字状に折曲形成した軒側
立上り部41と、この軒側立上り部41の棟側に位置さ
せた棟側立上り部42とを立上り折曲した構成を有し、
これら各々の軒側、棟側両立上り部41、42間には、
軒棟方向と直交方向に沿って減圧空間溝43が形成され
ている。
As shown in FIG. 2, the side-roof roofing plate 2 includes a face plate portion 3, ridge-side engaging portions 4 and eave-side engaging portions 4 formed on both side edges of the face plate portion 3 in the eaves ridge direction. Consists of part 5,
The ridge-side engaging portion 4 includes an eaves-side rising portion 41 that is bent and formed into an inverted U-shape, and a ridge-side rising portion 42 that is located on the ridge side of the eaves-side rising portion 41. It has a structure that bends upright,
Between the eaves side and the ridge side compatible climbing parts 41, 42 of each of these,
The decompression space groove 43 is formed along the eaves ridge direction and the direction orthogonal to the eaves ridge direction.

【0016】前記棟側立上り部42には、前記減圧空間
溝43側の軒側壁部45と棟側の棟側壁部46とを連続
的に折曲させて、後述する吊子6に係合支持させるため
の吊子嵌合用の空間部44を形成する。47は前記軒側
壁部45の上端部から軒側へ屈曲させて形成した係合支
持部であって、この係合支持部47は図1Bにも示すよ
うに、吊子6の係止片部64に支持されると共に、屋根
板2の軒側係合部5の後述する係止部54と係合させる
ものであって、これら2つの機能を有するものである。
48はテーパー部、49は水平部、49aは棟側壁部
6下端を棟側へ折曲形成させた支承部である。
[0016] The ridge side rising part 42, the engaging said the reduced-pressure space groove 43 side of the eaves-side wall portion 45 and the ridge side of the ridge side wall portion 46 is continuously bent, the retaining clips 6 to be described later A space portion 44 for fitting the suspension is formed for supporting. Reference numeral 47 denotes an engagement support portion formed by bending from the upper end of the eaves side wall portion 45 to the eaves side. The engagement support portion 47 is, as shown in FIG. It is supported by the locking piece 64 of the above and is also engaged with a locking portion 54 of the eaves side engaging portion 5 of the roof plate 2 which will be described later, and has these two functions.
48 is a taper part, 49 is a horizontal part, and 49a is a ridge side wall part 4.
6 This is a bearing part with its lower end bent toward the ridge.

【0017】一方、前記横葺き屋根板2の軒側係合部5
には、垂下部55より棟側に逆U字状に折曲させて前記
棟側係合部4の軒側立上り部41係合する内壁部52
と外壁部53とからなる係合溝51が形成され、かつ、
この係合溝51の前記棟側係合部4の減圧空間溝43内
に臨む外壁部53の先端部を、棟側へ略V字状に折り返
して係止部54が形成される。
On the other hand, the eaves side engaging portion 5 of the lateral thatched roof plate 2
The inner wall portion 52 is bent in an inverted U shape from the hanging portion 55 toward the ridge side and engages with the eaves side rising portion 41 of the ridge side engaging portion 4.
An engaging groove 51 composed of the outer wall portion 53 and
A tip portion of the outer wall portion 53 of the engagement groove 51, which faces the decompression space groove 43 of the ridge-side engagement portion 4, is folded back to the ridge side in a substantially V shape to form a locking portion 54.

【0018】また、図中6は前記横葺き屋根板2の軒側
係合部5と棟側係合部4の係合部を下地部材1上に固定
させるための吊子であって、前記下地部材1上にビス等
の固定具7又は垂木等の下地部材1に設けられた切り起
し片(図示せず)によって固定される。
In addition, reference numeral 6 in the drawing denotes a hanger for fixing the eaves side engaging portion 5 and the ridge side engaging portion 4 of the lateral roofing roof plate 2 on the base member 1. It is fixed on the base member 1 by a fixture 7 such as a screw or a cut-and-raised piece (not shown) provided on the base member 1 such as a rafter.

【0019】この吊子6は、図1Aに示すように、前記
下地部材1上に固定される取付孔62を有する固定片部
61と、この固定片部61からほぼ直角に起立する立上
り部63と、この立上り部63を下方へ折曲形成した係
止片部64とで構成される。
As shown in FIG. 1A, the suspension 6 has a fixed piece portion 61 having a mounting hole 62 fixed on the base member 1 and a rising portion 63 which stands up at a substantially right angle from the fixed piece portion 61. And a locking piece portion 64 formed by bending the rising portion 63 downward.

【0020】この係止片部64は、前記横葺き屋根板2
の棟側係合部4に形成した棟側立上り部42の吊子嵌入
用の空間部に押圧嵌入される前に、予め下地部材1の所
定位置に固定片部61をビス等の固定具7により前記下
地部材1上に固定することにより、後述するように一動
作によって横葺き屋根板2を下地部材1上に固定できる
ようになっている。
The locking piece 64 is formed by the roofing roof board 2 described above.
Before the ridge-side rising portion 42 formed in the ridge-side engaging portion 4 is press-fitted into the space for fitting the hanger, the fixing piece 61 is fixed to the base member 1 in advance at a predetermined position. By fixing on the base member 1, the lateral thatched roof plate 2 can be fixed on the base member 1 by one operation as described later.

【0021】図1Bは、前記のように構成された各部材
を係合させた要部拡大断面図であって、前記のように下
地部材1上の所定位置に予め多数の吊子6をビス等で固
定しておき、この上から下段の屋根板2の棟側係合部4
の空間部44内に押圧嵌合させ、その上から上段の屋根
板2の軒側係合部5の係合溝51を、棟側係合部4の
立上り部41に押圧嵌合させて軒側から棟側へ、又は
棟側から軒側へ葺くこともできる。
FIG. 1B is an enlarged cross-sectional view of an essential part in which each member configured as described above is engaged. As described above, a large number of screws 6 are screwed in advance at predetermined positions on the base member 1. Etc., and the ridge-side engaging portion 4 of the roof plate 2 in the lower stage from above
Of not press fitted into the space portion 44, the engagement groove 51 of the eaves-side engaging portion 5 of the upper shingle 2 thereon, eaves ridge side engaging portion 4
It is also possible to press fit the side rising portion 41 and to roof from the eaves side to the ridge side or from the ridge side to the eaves side.

【0022】しかし、本発明の第1実施例における最も
簡単かつ作業性のよい施工法は、予め取り付けられた吊
子6の係止片部64上に、その吊子6より下段側に位置
する屋根板2の棟側係合部4の空間部44を位置させ、
上段側に位置する屋根板2の軒側係合部5を、前記棟側
係合部4上に係合可能なように位置させて、軒側係合部
5の上方から押圧することで吊子6と棟側係合部4と軒
側係合部5を係合させる方法である。
However, the simplest and most workable construction method in the first embodiment of the present invention is to locate on the locking piece portion 64 of the preliminarily attached hanger 6 below the hanger 6. Position the space 44 of the ridge-side engaging portion 4 of the roof plate 2,
The eaves side engaging portion 5 of the roof plate 2 located on the upper side is positioned so as to be engageable with the ridge side engaging portion 4, and is hung by pressing from above the eaves side engaging portion 5. This is a method of engaging the child 6, the ridge-side engaging portion 4, and the eaves-side engaging portion 5.

【0023】尚、図3において、図示省略したが、必要
に応じて所要形状の木毛板等の下地材や水漏り防止板等
の下葺き材を、屋根板面下に敷設できることは言うまで
もない。又、後述する第2実施例,第3実施例において
も下地材については同様に取扱うことができる。
Although not shown in FIG. 3, it is needless to say that a base material such as a wood wool board or a lowering material such as a water leakage prevention plate can be laid under the roof plate surface if necessary. . Also, in the second and third embodiments described later, the base material can be handled in the same manner.

【0024】図4A,Bないし図8A,Bは、それぞれ
第1実施例の屋根板を用いることを前提とした吊子の変
形例と、その吊子を用いた屋根板との組み合せた状態を
示す概略説明図である。
FIGS. 4A and B to FIGS. 8A and 8B respectively show a modified example of the suspension member based on the assumption that the roof plate of the first embodiment is used, and a state in which the roof plate using the suspension member is combined. It is a schematic explanatory drawing shown.

【0025】図4Aは吊子6が第1実施例の図1Aで示
したものと比べ固定片部61の取付位置が逆になってい
る点が異なる。この吊子6を用いた場合にも、第1実施
例とほぼ同様の作用効果を奏する。
FIG. 4A is different from the suspension 6 shown in FIG. 1A of the first embodiment in that the mounting positions of the fixing pieces 61 are reversed. Even when this suspension 6 is used, the same operation and effect as those of the first embodiment can be obtained.

【0026】図5Aは、吊子6の係止片部64の形状が
立上り部63の左右両側からほぼ三角形状に折曲形成さ
れて、当接下辺部64aが設けられている点が第1実施
例の吊子6と異なる。この吊子6を用いた場合には、図
5Bで示すように軒側壁部45の係合支持部47は当接
下辺部64aをより的確に係合支持することが可能とな
る。他は第1実施例とほぼ同様の作用効果を奏する。
In FIG. 5A, the first point is that the engaging piece portion 64 of the hanger 6 is formed by bending the right and left sides of the rising portion 63 into a substantially triangular shape and is provided with the contact lower side portion 64a. It is different from the suspension 6 of the embodiment. When using the retaining clips 6, the engaging support portion 47 of the eaves-side wall portion 45 as shown in FIG. 5B becomes possible to more accurately engaged and supported the abutting lower portion 64a. Others have substantially the same operational effects as the first embodiment.

【0027】図6Aは、図5Aの吊子6の固定片部61
の折曲方向を逆にした形状のもので、この吊子6を用い
た場合も、上記実施例とほぼ同様の作用効果を奏する。
FIG. 6A shows a fixing piece portion 61 of the hanger 6 of FIG. 5A.
When the suspension 6 is used, the same operational effect as that of the above-described embodiment can be obtained.

【0028】図7Aの吊子6は、立上り部63の上端を
軒側へほぼ水平に折曲して係止片部64を形成し、この
係止片部64の折曲端から上方へ傾斜して案内片64b
が形成されたもので、上記係止片部64の面接触によっ
て、より強固な係合支持が得られる。他は第1実施例と
同様の作用効果を奏する。
In the suspension 6 of FIG. 7A, the upper end of the rising portion 63 is bent substantially horizontally toward the eaves to form a locking piece 64, and the locking piece 64 is inclined upward from the bent end. Guide piece 64b
By the surface contact of the locking piece portion 64, stronger engagement support can be obtained. Others have the same effects as those of the first embodiment.

【0029】図8Aは上記図7Aの吊子6と固定片部6
1を逆にした点が異なり、図7Aで説明した作用効果と
ほぼ同様の作用効果を奏する。
FIG. 8A shows the suspension 6 and the fixed piece 6 of FIG. 7A.
The difference is that 1 is reversed, and the same effect as the effect described in FIG. 7A is achieved.

【0030】図9A,Bないし図11は、この発明の第
2実施例を示すもので、図9Aは吊子6の斜視図、図9
Bは屋根板の係合部と吊子の組合せ構造を示す要部拡大
断面図、図10は屋根板の一部切欠斜視図、図11は下
地部材上に屋根板と吊子を組合せて固定した状態の一部
切欠構成図である。
9A, B to 11 show a second embodiment of the present invention. FIG. 9A is a perspective view of the hanger 6, and FIG.
B is an enlarged cross-sectional view of a main part showing a combined structure of the engaging portion of the roof plate and the suspension, FIG. 10 is a partially cutaway perspective view of the roof plate, and FIG. 11 is a combination of the roof plate and the suspension fixed on the base member. It is a partial notch block diagram of the state which it did.

【0031】この第2実施例は、図9A,Bに示すよう
に、第1実施例の構成に比べて、屋根板2の棟側係合部
4のうち、軒側壁部45と係合支持部47とテーパー部
48とが左右対称になるように形成された点に特徴があ
る。すなわち、棟側壁部46の上端部を棟側へ前記軒側
壁部45の係合支持部47とほぼ同一水平面となるよう
に折曲させて棟側壁部46上に別の係合支持部47を対
設させ、左,右の係合支持部47,47を底辺としてほ
ぼ二等辺三角形状に形成したものである。48はそのテ
ーパー部である。
[0031] The second embodiment, as shown in FIG. 9A, B, compared to the configuration of the first embodiment, among the ridge-side engaging portion 4 of the roof plate 2, eaves side wall portion 45 and the engaging The feature is that the support portion 47 and the tapered portion 48 are formed so as to be bilaterally symmetrical. That is, another on by bent to be substantially the same horizontal plane as the engagement supporting portion 47 of the upper portion and the eaves side <br/> wall portion 45 to the ridge side of the ridge-side wall portion 46 ridge-side wall portion 46 The left and right engaging support parts 47, 47 are formed in a substantially isosceles triangular shape with the bottom sides as the bases. Reference numeral 48 is the taper portion.

【0032】一方、図9Aに示す吊子6は、立上り部6
3上に設けた係止片部64が、第1実施例のものと比
べ、左,右に分岐されている点が異なる。この係止片部
64が左右に分岐された吊子を使用して屋根板2と組み
合せた場合には、図9Bに示すように、棟側係合部4の
左,右の係合支持部47,47に、吊子6の左,右の係
止片部64,64がそれぞれ係合支持されるので、屋根
板2の接合部が第1実施例のものに比べ、より強固かつ
安定することになる。尚、この吊子6は分岐箇所左,
右に2分したものであるが、必要に応じて3箇所等に分
岐箇所を増加してもよい。
On the other hand, the hanger 6 shown in FIG.
3 is different from that of the first embodiment in that the locking piece portion 64 provided on the upper part 3 is branched to the left and right. When the locking piece 64 is combined with the roof plate 2 by using a hanger that is branched left and right, as shown in FIG. 9B, the left and right engagement support parts of the ridge-side engagement part 4 are shown. Since the left and right locking piece portions 64, 64 of the hanger 6 are engaged with and supported by 47, 47, the joint portion of the roof plate 2 is stronger and more stable than that of the first embodiment. It will be. The suspension 6 has a branch point on the left,
Although it is divided into two parts to the right, the number of branch points may be increased to three or the like as necessary.

【0033】上記第2実施例についての他の部材につい
ては、第1実施例に用いた符号と同一の符号を附して説
明を省略する。そして、この第2実施例による発明の作
用効果は、第1実施例のものより前記強固かつ安定した
係合状態を得られることである。
The other members of the second embodiment are designated by the same reference numerals as those used in the first embodiment, and their description is omitted. The effect of the invention according to the second embodiment is that the stronger and more stable engagement state can be obtained than that of the first embodiment.

【0034】図12A,Bないし図16A,Bは、それ
ぞれ上記第2実施例の屋根板に用いる吊子の変形例とそ
の吊子と屋根板との接合構造とを示す概略説明図であ
る。
FIGS. 12A and 12B to FIGS. 16A and 16B are schematic explanatory views showing a modified example of the suspension member used for the roof plate of the second embodiment and a joint structure between the suspension member and the roof plate.

【0035】図12Aに示す吊子6は、図9Aに示す吊
子6と固定片部61と比べ、取付位置が逆になっている
点が異なる。この吊子6を用いた場合にも、第2実施例
とほほ同様の作用効果を奏する。
The suspension 6 shown in FIG. 12A is different from the suspension 6 shown in FIG. 9A and the fixing piece 61 in that the mounting positions are reversed. Even when this suspension 6 is used, the same operational effects as those of the second embodiment are achieved.

【0036】図13Aに示す吊子6は、係止片部64の
形状が、立上り部63の左右両側からほぼ三角形状に折
曲形成されて、当接下辺部64aが設けられている点
が、第2実施例の吊子6と異なる。この吊子6を用いた
場合には、図13Bに示すように、当接下辺部64a,
64aを左,右の係合支持部47,47と当接させるこ
とが可能となる点が優れる。他は、第2実施例とほぼ同
様の作用効果を奏する。
In the suspension 6 shown in FIG. 13A, the shape of the locking piece portion 64 is bent from both the left and right sides of the rising portion 63 into a substantially triangular shape, and a contact lower side portion 64a is provided. , Different from the suspension 6 of the second embodiment. When this suspension 6 is used, as shown in FIG. 13B, the contact lower side 64a,
The point that 64a can be brought into contact with the left and right engagement support portions 47, 47 is excellent. Others have substantially the same operational effects as the second embodiment.

【0037】図14Aは、図13Aの吊子6と比べ固定
片部61の取付位置が異なるのみであって、この吊子6
と屋根板2とを接合させた場合も、図13A,Bの構成
によって生じるものとほぼ同様の作用効果を生じる。
FIG. 14A is different from the hanger 6 of FIG. 13A only in the mounting position of the fixing piece 61, and the hanger 6 is different.
Also when the roof plate 2 and the roof plate 2 are joined together, substantially the same operational effects as those produced by the configurations of FIGS. 13A and 13B are produced.

【0038】図15Aは、吊子6に設けた係止片部64
が、左右に分岐されていないものを示す。この変形例で
は吊子6の形状を単純化したことにより安価に提供でき
る点で便益があり、他は、第2実施例に関する前記の作
用効果とほぼ同様である。
FIG. 15A shows a locking piece portion 64 provided on the hanger 6.
Indicates that it is not branched left or right. This modified example has a benefit in that it can be provided at a low cost by simplifying the shape of the suspension 6, and other features are substantially the same as the above-described operational effects of the second embodiment.

【0039】図16Aは、吊子6の形状が図15Aの吊
子と比べ、その固定片部61が逆になっている点の相違
があり、この変形例の吊子6の場合も、上記15Aの吊
子の場合とほぼ同様の作用効果を奏する。
16A is different in that the shape of the suspension 6 is different from that of the suspension of FIG. 15A in that the fixing piece portion 61 is reversed, and the suspension 6 of this modification also has the above-mentioned structure. The same operational effect as in the case of the 15A suspension is achieved.

【0040】図17A,Bないし図19は、この発明の
第3実施例を示すもので、図17Aは吊子6の斜視図、
図17Bは屋根板の係合部と吊子の組合せ構造を示す要
部拡大断面図、図18は屋根板の一部切欠斜視図、図1
9は下地部材上に屋根板と吊子を組合せて固定した状態
の一部切欠構成図である。
17A, B to 19 show a third embodiment of the present invention. FIG. 17A is a perspective view of the hanger 6.
FIG. 17B is an enlarged cross-sectional view of an essential part showing the combined structure of the engaging portion of the roof plate and the suspension, FIG. 18 is a partially cutaway perspective view of the roof plate, FIG.
9 is a partially cutaway configuration diagram showing a state in which a roof plate and a suspender are combined and fixed on a base member.

【0041】この第3実施例は、図17A,Bに示すよ
うに、第2実施例の構成と比べて、屋根板2については
棟側係合部4の軒側壁部45と棟側壁部46との間隔
が、後述する吊子6との関係で、より広く形成されてい
る点と、第2実施例のほぼ二等辺三角形の部分が、ほぼ
台形になっている点である。更に吊子6については図1
7Aに示すように、係止片部64が左,右に分岐するに
留らず、一方の係止片部に後述する当接片部64dを形
成した点が異なる。
[0041] In the third embodiment, FIG. 17A, as shown in B, and compared with the configuration of the second embodiment, eaves side wall portion 45 and the ridge-side wall of the ridge-side engaging portion 4 for shingles 2 The interval with the portion 46 is wider due to the relationship with the suspension 6 described later, and the substantially isosceles triangular portion of the second embodiment is substantially trapezoidal. Further, the suspension 6 is shown in FIG.
7A, the locking piece portion 64 is not limited to branching to the left and right, and a contact piece portion 64d described later is formed on one of the locking piece portions.

【0042】すなわち、棟側係合部4の軒側壁部45と
棟側壁部46との間隔が、吊子6の大きさと形状との関
係でより広い間隔を持つように形成される。49は前記
ほぼ台形の上端部である水平部である。
That is, the eave side wall portion 45 of the ridge side engaging portion 4
The distance from the ridge side wall portion 46 is formed so as to have a wider distance in relation to the size and shape of the hanger 6. Reference numeral 49 is a horizontal portion which is the upper end portion of the substantially trapezoidal shape.

【0043】一方、前記吊子6は、立上り部63の上部
に形成した2片の係止片部64,64のうち、一方の係
止片部64については、その立上り部63の上端部を少
許棟側に折曲させ、更に立上らせて折曲片部64cを形
成し、更にこの折曲片部64cを棟側に折曲させて係止
片部64へと連続させる。64dは屋根板2の棟側係合
部4の棟側壁部46(又は軒側壁部45)と当接するよ
うにした当接片部であって、図17Bに示すように下地
部材1上にビス等により固定された吊子6を軒側壁部4
5と棟側壁部46との間に嵌め入れた場合に、吊子6と
軒側壁部45,棟側壁部46と遊び幅が広くなりすぎな
いようにするためのものである。すなわち、屋根板2と
吊子6の嵌着係合時に上記当接片部64dが棟側壁部4
6内面と当接させることによって、軒棟方向のガタつき
の発生を未然に防止するためのものである。
On the other hand, in the suspension 6, one of the two locking piece portions 64, 64 formed on the rising portion 63 has the upper end portion of the rising portion 63 with respect to one of the locking piece portions 64. The bent piece portion 64c is bent to the side of the small building and further raised to form a bent piece portion 64c, and the bent piece portion 64c is further bent to the building side to be continuous with the locking piece portion 64. 64d is a contact piece portion which is adapted to abut against the ridge-side wall portion 46 of the ridge-side engaging portion 4 of the roof plate 2 (or the eaves side wall portion 45), on the base member 1 as shown in FIG. 17B eaves side wall of retaining clips 6 which is fixed by screws or the like 4
When fitted between 5 and ridge-side wall portion 46, the retaining clips 6
This is for preventing the eaves side wall portion 45 and the ridge side wall portion 46 from having too large a play width. That is, the roof plate 2 and the retaining clips described above when the sixth fitting Chakugakarigo contact piece portion 64d is ridge-side wall portion 4
By contacting with the inner surface of 6, the backlash in the direction of the eaves is prevented.

【0044】上記第3実施例についての他の部材につい
ては、第1実施例及び第2実施例に用いた符号と同一の
符号を附して、説明を省略する。そして、この第3実施
例の場合は、吊子6の構成と合うように屋根板2の軒側
壁部45と棟側壁部46との間隔を広幅としたので、大
型の吊子と係合させることが可能となり、より強固で安
定度の高い係合を必要とする屋根に適する。
The other members of the third embodiment are designated by the same reference numerals as those used in the first and second embodiments, and their description is omitted. And in the case of this 3rd Example, the eaves side of the roof board 2 is matched with the structure of the suspension member 6.
Since the space between the wall portion 45 and the ridge side wall portion 46 is wide, it is possible to engage with a large-sized suspension, and it is suitable for a roof that requires stronger and more stable engagement.

【0045】更に、棟側係合部4の軒側壁部45と棟側
壁部46の上部をほぼ台形にしたことにより、その水平
部49と屋根板2とが作業中に踏まれて接触するような
場合が生じても、屋根板の変形が少なくてすむ。
Further, the eave side wall portion 45 of the ridge side engaging portion 4 and the ridge side
Since the upper portion of the wall portion 46 has a substantially trapezoidal shape, even if the horizontal portion 49 and the roof plate 2 may be stepped on and come into contact with each other during the work, the deformation of the roof plate can be small.

【0046】第3実施例に関するその他の作用効果につ
いては、前記第1実施例及び第2実施例に関し記載した
ものとほぼ同様である。
Other functions and effects of the third embodiment are substantially the same as those described in the first and second embodiments.

【0047】図20A,Bないし図22A,Bは、それ
ぞれ上記第3実施例の屋根板に用いる吊子の変形例と屋
根板との接合構造を示す概略説明図である。
FIGS. 20A and 20B to 22A and 22B are schematic explanatory views showing a joint structure between a modified example of the suspension member used for the roof plate of the third embodiment and the roof plate, respectively.

【0048】図20Aは図17Aに示した吊子6と比
べ、固定片部61の取付位置を逆に形成したものであ
る。そして、この吊子6を用いた場合にも、上記第3実
施例のものから生じる作用効果とほぼ同様の作用効果を
奏することができる。尚、その他の部分については第1
実施例,第2実施例に用いた符号を附して、説明を省略
する。
In FIG. 20A, the mounting position of the fixed piece portion 61 is formed to be opposite to that of the suspension 6 shown in FIG. 17A. Even when the suspension 6 is used, it is possible to obtain substantially the same operational effects as those produced by the third embodiment. The other parts are the first
The reference numerals used in the embodiment and the second embodiment are attached and the description is omitted.

【0049】図21Aに示す吊子6は、2つに分岐させ
た係止片部64,64のうち、折曲片部64cに形成さ
れた当接片部64dが軒側壁部45と当接するように配
設されたものである。従って、棟側係合部4と吊子6と
が係合支持した場合には図21Bに示すように軒側壁部
45と吊子6の当接片部64dとが当接するので、軒側
壁部45と棟側壁部46の間隔が広幅であっても、軒棟
方向のガタつきを防止できる。
The retaining clips shown in FIG. 21A 6, of the locking piece portion 64, 64 is branched into two, abutting piece portion 64d formed in the bent piece portion 64c is an eaves side wall portion 45 equivalents It is arranged so as to be in contact with each other. Accordingly, since the contact piece 64d of the eaves-side wall portion 45 and the retaining clips 6 abuts as shown in FIG. 21B in case where the ridge-side engaging portion 4 and the retaining clips 6 have engaged and supported, eaves side
Even if the space between the wall portion 45 and the ridge side wall portion 46 is wide, it is possible to prevent rattling in the eaves ridge direction.

【0050】図22Aに示す吊子6は、上記図21Aに
示す吊子6と比べ、固定片部61の取付位置が逆になっ
ている点が異なる。この吊子6の場合も図21Aに関し
て説明した作用効果とほぼ同様の作用効果を生じ、その
他の作用効果も、第3実施例に関して説明したものとほ
ぼ同様である。尚、上記各変形例において、第1実施例
及び第2実施例と共通する部分については同一の符号を
附して説明を省略した。
The suspension 6 shown in FIG. 22A is different from the suspension 6 shown in FIG. 21A in that the mounting positions of the fixing pieces 61 are reversed. In the case of this suspension 6 as well, the same action and effect as those described with reference to FIG. 21A are produced, and the other action and effect are also substantially the same as those described with respect to the third embodiment. In each of the modified examples, the same parts as those of the first and second embodiments are designated by the same reference numerals and the description thereof is omitted.

【0051】尚、上記各実施例及び吊子の変形例で示し
た部材については、この発明の目的の範囲内で多少の変
形が出来ることは言う迄もない。
It goes without saying that the members shown in each of the above embodiments and the modified example of the suspension can be modified to some extent within the scope of the object of the present invention.

【0052】[0052]

【発明の効果】この発明は上記のように構成されている
ので、以下に記載されるような効果を奏する。
Since the present invention is constructed as described above, it has the following effects.

【0053】請求項1記載の構成により、下段の横葺き
屋根板の棟側係合部の軒側立上り部と、上段の横葺き屋
根板の軒側係合部の係合溝との係合により、横葺き屋根
板同士の接合部上に、例えば融雪水が再凍結して氷塊が
付着して、この氷塊の重量による荷重を受けても、従前
のように、横葺き屋根板の軒側係合部が軒側方向に引っ
張られて変形することがないために、屋根板の軒側,棟
側の両方の係合部の係合が堅持され、これによって、耐
風圧強度や雨仕舞性能の低下が防止される。
According to the structure of claim 1, the engagement between the eave-side rising portion of the ridge-side engaging portion of the lower row thatched roof plate and the engagement groove of the eave-side engagement portion of the upper row of thatched roof roof plate. As a result, for example, even if snow melt water is re-frozen and ice blocks adhere to the joints between the roofing roof plates, and the load due to the weight of the ice blocks is applied, the eaves side of the roofing roof plates will still be affected as before. Since the engaging part is not deformed by being pulled toward the eaves side, the engagement of both the eaves side and the ridge side of the roof plate is firmly held, which results in wind pressure resistance and rain proof performance. Is prevented.

【0054】また、横葺き屋根板の棟側係合部に、上段
の横葺き屋根板の軒側係合部に形成した係合溝係合す
軒側立上り部を形成しているために、横葺き屋根板の
裏面側内部に雨水が浸入することがなく、たとえ暴風雨
時などにおいて、雨水が係合溝との隙間から軒側立上り
部と棟側立上り部との間の減圧空間溝内に浸入しても、
雨水が隙間を通過する際に、隙間を通過する間に雨水の
運動エネルギが減衰され、さらに、減圧空間溝内で圧力
が弱められると共に、この減圧空間溝内に雨水が一時保
水されて、横葺き屋根板の軒棟側方向に直交する方向に
排水され、横葺き屋根板の裏面側内部への雨水の浸入が
確実に防止される。
Further, since the ridge-side engaging portion of the horizontal thatched roof plate is formed with the eave-side rising portion that engages with the engagement groove formed in the eave-side engaged portion of the upper horizontal thatched roof plate. In the decompression space groove between the eave-side rising part and the ridge-side rising part, the rainwater does not enter the inside of the back side of the roofing roofing board and the rainwater penetrates through the gap with the engaging groove even in a storm, etc. Even if it penetrates
When the rainwater passes through the gap, the kinetic energy of the rainwater is attenuated while passing through the gap, the pressure is weakened in the decompression space groove, and the rainwater is temporarily retained in the decompression space groove. Drainage is performed in a direction orthogonal to the eaves side of the thatched roof plate, and rainwater is reliably prevented from entering the inside of the back side of the thatched roof plate.

【0055】しかも、吊子の立上り部先端に、棟側立上
り部の軒側壁部に設けた係合支持部と係止する係止片部
を設けたことにより、吊子を予め下地部材上の所定位置
に固定配置しておき、この状態で屋根板の棟側,軒側両
係合部を係合させて吊子上に圧入するだけの簡単な作業
で屋根板を軒側から棟側へ、又は棟側から軒側へ最少作
動工程で葺くことが可能となり、作業性を著しく向上さ
せることができる。
Moreover, by providing the engaging piece portion for engaging with the engaging support portion provided on the eave side wall portion of the ridge-side rising portion at the tip of the rising portion of the suspension, the suspension is provided. Is fixedly arranged in a predetermined position on the base member in advance, and in this state, the roof board is simply operated by engaging both the ridge-side and eave-side engaging portions of the roof board and press-fitting them onto the suspension. It is possible to roof from the eaves side to the ridge side or from the ridge side to the eaves side in the minimum operation process, and the workability can be significantly improved.

【0056】又、上記のように一動作で葺く必要がない
場合でも、屋根下地部材上に配設した吊子の任意の位置
を起点として、任意に屋根葺き作業を行うことができ
る。
Even if it is not necessary to perform the roofing in one operation as described above, the roofing work can be arbitrarily performed starting from an arbitrary position of the hanging member arranged on the roof base member.

【0057】請求項2の構成にしたことにより、前記の
効果に加え、屋根板の係合箇所をより強固にすることが
できる他、各種の形状の異なった吊子を使用することが
できる。
According to the configuration of claim 2, the above
In addition to the effect, the engaging portion of the roof plate can be made stronger, and various types of suspensions having different shapes can be used.

【0058】更に、請求項3の構成としたことで、前記
効果に加え、棟側立上り部と吊子との係合を、より強
固な係合とすることができる。
Further, according to the structure of claim 3, in addition to the above effect , the engagement between the ridge-side rising portion and the suspension can be made stronger.

【0059】しかも、請求項4の構成としたことで、
記の効果に加え、吊子と棟側立上り部との係合面を増大
させることができて、屋根板をよりしっかりと固定させ
ることができる。
[0059] Moreover, it was the structure of claim 4, before
In addition to the effects described above, the engagement surface between the suspension and the ridge-side rising portion can be increased, and the roof plate can be more firmly fixed.

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

【図1】Aはこの発明に係る横葺き屋根構造の第1実施
例に用いる吊子の斜視図,Bはこの発明に係る横葺き屋
根構造の第1実施例を示す要部拡大断面図。
FIG. 1A is a perspective view of a hanger used in a first embodiment of a side-roof roof structure according to the present invention, and B is an enlarged sectional view of an essential part showing a first embodiment of the side-roof roof structure according to the present invention.

【図2】同じく第1実施例の屋根板の一部切欠斜視図。FIG. 2 is a partially cutaway perspective view of the roof plate of the first embodiment.

【図3】同じく第1実施例の横葺き屋根構造の概略説明
図。
FIG. 3 is a schematic explanatory view of a thatched roof structure of the first embodiment.

【図4】Aは第1実施例の吊子の変形例を示す斜視図,
Bはその吊子を用いた屋根構造の要部断面図。
FIG. 4A is a perspective view showing a modified example of the suspension of the first embodiment,
B is a sectional view of a main part of a roof structure using the suspension.

【図5】Aは第1実施例の吊子の変形例を示す斜視図,
Bはその吊子を用いた屋根構造の要部断面図。
FIG. 5A is a perspective view showing a modified example of the suspension of the first embodiment,
B is a sectional view of a main part of a roof structure using the suspension.

【図6】Aは第1実施例の吊子の変形例を示す斜視図,
Bはその吊子を用いた屋根構造の要部断面図。
FIG. 6A is a perspective view showing a modified example of the suspension of the first embodiment,
B is a sectional view of a main part of a roof structure using the suspension.

【図7】Aは第1実施例の吊子の変形例を示す斜視図,
Bはその吊子を用いた屋根構造の要部断面図。
FIG. 7A is a perspective view showing a modified example of the suspension of the first embodiment,
B is a sectional view of a main part of a roof structure using the suspension.

【図8】Aは第1実施例の吊子の変形例を示す斜視図,
Bはその吊子を用いた屋根構造の要部断面図。
FIG. 8A is a perspective view showing a modified example of the suspension of the first embodiment,
B is a sectional view of a main part of a roof structure using the suspension.

【図9】Aはこの発明に係る横葺き屋根構造の第2実施
例に用いる吊子の斜視図,Bはこの発明に係る横葺き屋
根構造の第2実施例を示す要部拡大断面図。
9A is a perspective view of a hanger used in a second embodiment of the side-roof roof structure according to the present invention, and FIG. 9B is an enlarged sectional view of an essential part showing a second embodiment of the side-roof roof structure according to the present invention.

【図10】同じく第2実施例の屋根板の一部切欠斜視
図。
FIG. 10 is a partially cutaway perspective view of the roof plate of the second embodiment.

【図11】同じく第2実施例の横葺き屋根構造の概略説
明図。
FIG. 11 is a schematic explanatory view of a thatched roof structure of the second embodiment.

【図12】Aは第2実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 12A is a perspective view showing a modified example of the suspension of the second embodiment, and B is a cross-sectional view of a main part of a roof structure using the suspension.

【図13】Aは第2実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 13A is a perspective view showing a modified example of the suspension of the second embodiment, and B is a cross-sectional view of a main part of a roof structure using the suspension.

【図14】Aは第2実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 14A is a perspective view showing a modified example of the suspension of the second embodiment, and B is a cross-sectional view of a main part of a roof structure using the suspension.

【図15】Aは第2実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 15A is a perspective view showing a modified example of the suspender of the second embodiment, and B is a sectional view of a main part of a roof structure using the suspender.

【図16】Aは第2実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 16A is a perspective view showing a modified example of the suspender of the second embodiment, and B is a sectional view of a main part of a roof structure using the suspender.

【図17】Aはこの発明に係る横葺き屋根構造の第3実
施例に用いる吊子の斜視図,Bはこの発明に係る横葺き
屋根構造の第3実施例を示す要部拡大断面図。
FIG. 17A is a perspective view of a hanger used in a third embodiment of the side-roof roof structure according to the present invention, and B is an enlarged cross-sectional view of a main part showing the third embodiment of the side-roof roof structure according to the present invention.

【図18】同じく第3実施例の屋根板の一部切欠斜視
図。
FIG. 18 is a partially cutaway perspective view of the roof plate of the third embodiment.

【図19】同じく第3実施例の横葺き屋根構造の概略説
明図。
FIG. 19 is a schematic explanatory view of a horizontal thatched roof structure according to the third embodiment.

【図20】Aは第3実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 20A is a perspective view showing a modified example of the suspension of the third embodiment, and B is a cross-sectional view of a main part of a roof structure using the suspension.

【図21】Aは第3実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 21A is a perspective view showing a modified example of the suspension of the third embodiment, and B is a cross-sectional view of a main part of a roof structure using the suspension.

【図22】Aは第3実施例の吊子の変形例を示す斜視
図,Bはその吊子を用いた屋根構造の要部断面図。
FIG. 22A is a perspective view showing a modified example of the suspension of the third embodiment, and B is a cross-sectional view of the main part of the roof structure using the suspension.

【図23】従来の横葺き屋根構造の要部拡大断面図。FIG. 23 is an enlarged cross-sectional view of a main part of a conventional horizontal thatched roof structure.

【図24】従来の横葺き屋根構造の要部概略説明図。FIG. 24 is a schematic explanatory view of a main part of a conventional thatched roof structure.

【図25】従来の横葺き屋根構造の要部概略説明図。FIG. 25 is a schematic explanatory view of a main part of a conventional thatched roof structure.

【図26】従来の横葺き屋根構造の要部概略説明図。FIG. 26 is a schematic explanatory view of a main part of a conventional thatched roof structure.

【符号の説明】[Explanation of symbols]

1・・・下地部材、 2・・・横葺き屋根板、 3・・・面板部、 4・・・棟側係合部、 41・・・軒側立上り部、 42・・・棟側立上り部、 43・・・減圧空間溝、 44・・・空間部、 45・・・軒側壁部、 46・・・棟側壁部、 47・・・係合支持部、 48・・・テーパー部、 49・・・水平部、 49a・・・支承部、 5・・・軒側係合部、 51・・・係合溝、 52・・・内壁部、 53・・・外壁部、 54・・・係止部、 55・・・垂下部、 6・・・吊子、 61・・・固定片部、 62・・・取付孔、 63・・・立上り部、 64・・・係止片部、 64a・・・当接下辺部、 64b・・・案内片、 64c・・・折曲片部、 64d・・・当接片部、 7・・・固定具、 113・・・従来例の棟側成形部、 114・・・同軒側成形部、 115・・・同吊子部材、 122・・・同係合部、 123・・・同横方向折返しバネ部、 124・・・同縦方向折返しバネ部、 125・・・同保持壁部、 127・・・同係止部、 128・・・同係止縁、 129・・・同押止部、 132・・・同係合片部、 141・・・同取付け部、 142・・・同基体壁部、 143・・・同係止顎部、 a・・・同横葺き屋根板、 b・・・同棟側係合部、 c・・・同軒側係合部、 W・・・風圧。DESCRIPTION OF SYMBOLS 1 ... Base member, 2 ... Lateral roofing board, 3 ... Face plate part, 4 ... Building side engaging part, 41 ... Eave side rising part, 42 ... Building side rising part , 43 ... vacuum space groove, 44 ... space, 45 ... eaves side wall portion, 46 ... ridge side wall portion, 47 ... engaging support portion, 48 ... tapered portion, 49 ... Horizontal part, 49a ... Bearing part, 5 ... Eave side engaging part, 51 ... Engaging groove, 52 ... Inner wall part, 53 ... Outer wall part, 54 ... Locking part, 55 ... Hanging part, 6 ... Hanger, 61 ... Fixed piece part, 62 ... Mounting hole, 63 ... Standing part, 64 ... Locking piece part, 64a ... lower contact part, 64b ... guide piece, 64c ... bent piece part, 64d ... abutting piece part, 7 ... fixture, 113 ... conventional building side molding Part, 114 ... Molding on the same side Part, 115 ... same hanging member, 122 ... same engaging part, 123 ... same lateral direction return spring part, 124 ... same longitudinal direction return spring part, 125 ... same holding wall part , 127 ... same locking part, 128 ... same locking edge, 129 ... same pressing part, 132 ... same engaging piece part, 141 ... same mounting part, 142 ... The base wall portion, 143 ... The locking jaw portion, a ... The side roofing plate, b ... The same building side engaging portion, c ... The same house side engaging portion, W ... -Wind pressure.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 軒棟方向の両側端部に軒側係合部と棟側
係合部とを備えた横葺き屋根板を、互いに軒棟方向に隣
合せて母屋等の下地部材上に敷設し、吊子を介して固定
する横葺き屋根構造において、 前記棟側係合部は、軒側立上り部と、この軒側立上り部
棟側に減圧空間溝を介して形成され、かつこの減圧空
間溝内に臨む係合支持部を備えた棟側立上り部とを有
し、 前記棟側立上り部は、前記減圧空間溝側の軒側壁部と
棟側壁部からなると共に、裏面側に吊子嵌合用空間
部を有し、 前記軒側係合部は、垂下部より棟側に逆U字状に屈曲さ
せて前記棟側係合部の軒側立上り部に係合する係合溝
と、この係合溝の先端部を棟側へ略V字状に折り返して
前記係合支持部に係止可能な係止部とを有し、 前記吊子は、下地部材上に固定される固定片部と、立上
り部と、係止片部とを有し、 前記互いに隣合う下段の横葺き屋根板の棟側係合部の
立上り部に、上段の横葺き屋根板の軒側係合部の係合
溝を係合させ、前記係止部を前記下段の横葺き屋根板の
棟側係合部の棟側立上り部に形成した係合支持部に弾性
的に支持すると共に、前記棟側立上り部の吊子嵌合用の
空間部を前記吊子に嵌合させて、前記係合支持部を吊子
の係止片部に弾性的に係止させたことを特徴とする横葺
き屋根構造。
1. A lateral thatched roofing plate having eave-side engaging portions and ridge-side engaging portions at both end portions in the eaves ridge direction is laid next to each other in the eaves ridge direction on a base member such as a purlin. Then, in the thatched roof structure that is fixed via a suspension, the ridge-side engaging portion is formed on the eave-side rising portion and a decompression space groove on the ridge side of the eave-side rising portion, and and a ridge-side rising part having an engagement supporting portion facing the space groove, the ridge-side rising part, eaves side wall of the vacuum space groove side and ridge
Together consist of ridge-side wall portion of the side, a space portion for retaining clips fitting on the back side, the eaves-side engaging portion, the ridge-side engagement by bending in an inverted U-shape ridge side of the suspended portion An engaging groove that engages with the eaves side rising portion of the section, and a locking portion that can be locked to the engaging support portion by folding back the tip of the engaging groove to the ridge side in a substantially V shape. The hanging member has a fixing piece portion fixed on the base member, a rising portion, and a locking piece portion, and the eaves of the ridge-side engaging portion of the adjacent lower side thatched roof boards.
The side rising part, the engaging groove of the eaves-side engaging portion of the upper horizontal roofing plate engaged, the engaging portion of the lower horizontal roofing shingle
With elastically supports the engagement supporting portion formed on the ridge side rising part of the ridge-side engaging portion, and a space for retaining clips fitting of the ridge-side rising part is fitted to the retaining clips, the engagement A lateral thatched roof structure characterized in that the joint support portion is elastically locked to the locking piece of the suspension.
【請求項2】 棟側立上り部の棟側壁部には、前記軒側
壁部の上端部に設けた係合支持部と対応する係合支持部
を対設したことを特徴とする請求項1記載の横葺き屋
根構造。
The ridge-side wall portion of wherein ridge side rising part, characterized in that oppositely arranged engagement supporting portion corresponding to the engaging support portion provided on an upper end portion of the eaves-side <br/> wall horizontal roofing structure according to claim 1,.
【請求項3】 吊子の係止片部は、立上り部を中心とし
て左右に分岐されていることを特徴とする請求項2
載の横葺き屋根構造。
3. The lateral thatched roof structure according to claim 2 , wherein the locking piece portion of the hanger is branched leftward and rightward around the rising portion.
【請求項4】 吊子の係止片部は、棟側立上り部の軒側
壁部又は棟側壁部のいずれかと当接する当接片部を設け
たことを特徴とする請求項1又は2に記載の横葺き屋根
構造。
Locking piece portion of wherein retaining clips are claims characterized in that a contact piece which abuts either of the eaves side <br/> wall or ridge-side wall portion of the ridge-side rising part Item 2. The thatched roof structure according to Item 1 or 2 .
JP6153292A 1992-02-17 1992-02-17 Horizontal roof structure Expired - Fee Related JPH0791889B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6153292A JPH0791889B2 (en) 1992-02-17 1992-02-17 Horizontal roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6153292A JPH0791889B2 (en) 1992-02-17 1992-02-17 Horizontal roof structure

Publications (2)

Publication Number Publication Date
JPH05230945A JPH05230945A (en) 1993-09-07
JPH0791889B2 true JPH0791889B2 (en) 1995-10-09

Family

ID=13173815

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6153292A Expired - Fee Related JPH0791889B2 (en) 1992-02-17 1992-02-17 Horizontal roof structure

Country Status (1)

Country Link
JP (1) JPH0791889B2 (en)

Also Published As

Publication number Publication date
JPH05230945A (en) 1993-09-07

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